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ST0502A-LR141222 p Q REEL? Er'lGIr1EERIr-1G ircm,A GEOTECHNICAL AND G F9 O LJ P1� / r 7 � ENVIRONMENTAL CONSULTANTS � .1_,P4'� CONCRETE CYLINDER TEST REPORT DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 103 5430 LBJ Freeway, Suite 1030 REG PROJECT NO. 19763 Dallas, Texas 75240 SAMPLE DATE: 12-22-14 ATTN: Mr. Joe Williams TECHNICIAN: M. Roberts PAGE: 1 of 1 CONTRACTOR: Raymond Construction Location of Sample Set Number Location Quantity Represented (c.y.) 1 Paving: 20'N, 100'E from NW building corner 30/70 Design Information Source of Concrete Mix Identification Specified Strength (psi) Argos 1569 3000 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test (lbs.) Strength (psi) (psi) 1 1977 12-29-14 7 45790 3640 1977 01-19-15 28 59870 4770 1977 01-19-15 28 56300 4480 1977 01-19-15 28 58490 4660 4640 1977 Hold H Cylinder Data Air Concrete Air Unit Set Cylinder Slump Time of Temp. Temp. Entrainment Weight Ticket No. ID (inches) Sample (°F) (°F) (%) (lbs/ft3) Number 1 1977 6.0 10:40 AM 54 58 4.3 143.6 1547122 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Bill Woolwine Mr. Ron Harper Sr. Manager, CMT (1) TAS Concrete/Mr. Matt Stickney CT/cn (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 REEL? I Er-IG I r-IEERIMG GEOTECHNICAL AND G R O LI P ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 98 5430 LBJ Freeway, Suite 1030 REG PROJECT NO. 19763 Dallas, Texas 75240 SAMPLE DATE: 12-11-14 ATTN: Mr. Joe Williams TECHNICIAN: J. Newkirk PAGE: 1 of 1 CONTRACTOR: Raymond Construction Location of Sample I Set Number Location Quantity Represented (c.y.) 1 Sidewalk: 5'N, 15'E from NW building corner 20/30 Design Information Source of Concrete Mix Identification Specified Strength (psi) Argos D10000001569 3500 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test (lbs.) Strength (psi) (psi) 1 1752 12-18-14 7 35570 2830 1752 01-08-15 28 53450 4250 1752 01-08-15 28 53050 4220 1752 01-08-15 28 54580 4340 4270 1752 Hold H Cylinder Data Air Concrete Air Unit Set Cylinder Slump Time of Temp. Temp. Entrainment Weight Ticket No. ID (inches) Sample (°F) (°F) (%) (lbs/ft3) Number 1 1752 6.0 10:35 AM 60 66 5.0 144.0 1541749 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Bill Woolwine Mr. Ron Harper Sr. Manager, CMT (1) TAS Concrete/Mr. Matt Stickney CT/cn (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS. TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 REED Ef1G I f-'IEERIf1G GEOTECHNICAL AND GRD LJ P ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 99 5430 LBJ Freeway, Suite 1030 REG PROJECT NO. 19763 Dallas, Texas 75240 SAMPLE DATE: 12-15-14 ATTN: Mr. Joe Williams TECHNICIAN: D. Balderas PAGE: 1 of 1 CONTRACTOR: Raymond Construction Location of Sample Set Number Location Quantity ltepresenter(c.y.) 1 Gate View Boulevard West approach 7/14 Design Information Source of Concrete Mix Identification Specified Strength (psi) Argos D11569 3500 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test (lbs.) Strength (psi) (psi) 1 1898 12-22-14 7 45100 3590 1898 01-12-15 28 59950 4770 1898 01-12-15 28 59070 4700 1898 01-12-15 28 61610 4900 4790 1898 Hold H Cylinder Data Air Concrete Air Unit Set Cylinder Slump Time of Temp. Temp. Entrainment Weight Ticket No. ID (inches) Sample (°F) (°F) (%) (lbs/ft3) Number 1 1898 4.5 8:53 AM 53 63 5.1 138.0 1543468 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Bill Woolwine Mr. Ron Harper Sr. Manager, CMT (1) TAS Concrete/Mr. Matt Stickney CT/cn (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 REEL? E (-1GIr-IEERII IG GEOTECHNICAL AND G R O LJ P ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 88 5430 LBJ Freeway, Suite 1030 REG PROJECT NO. 19763 Dallas, Texas 75240 SAMPLE DATE: 12-04-14 ATTN: Mr. Joe Williams TECHNICIAN: R. Weathersby PAGE: 1 of 2 CONTRACTOR: Raymond Construction Location of Sample Set Number Location Quantity Represented (c.y.) 1 Paving: 30'S, 125'W from SE building corner 50/540 2 Paving: 50'S, 85'W from SE building corner 150/540 3 Paving: 70'S, 85'W from SE building corner 250/540 4 Paving: 60'S, 10'E from SE building corner 350/540 5 Paving: 145'S, 15'W from NW building corner 460/540 Design Information Source of Concrete Mix Identification Specified Strength (psi) Argos D10000001569 3500 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test (lbs.) Strength (psi) (psi) 1 1475 12-11-14 7 49520 3940 1475 01-01-15 28 57020 4540 1475 01-01-15 28 61130 4870 1475 01-01-15 28 60780 4840 4750 1475 Hold H 2 1476 12-11-14 7 41580 3310 1476 01-01-15 28 55110 4390 1476 01-01-15 28 54610 4350 1476 01-01-15 28 52550 4180 4310 1476 Hold H 3 1477 12-11-14 7 39600 3150 1477 01-01-15 28 54490 4340 1477 01-01-15 28 51870 4130 1477 01-01-15 28 52500 4180 4220 1477 Hold H 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 4 REPORT NO. 88 REG PROJECT NO. 19763 SAMPLE DATE: 12-04-14 PAGE: 2 of 2 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test (lbs.) Strength (psi) (psi) 4 1478 12-11-14 7 46580 3710 1478 01-01-15 28 59820 4760 1478 01-01-15 28 59570 4740 1478 01-01-15 28 62990 5010 4840 1478 Hold H 5 1479 12-11-14 7 35940 2860 1479 01-01-15 28 50590 4030 1479 01-01-15 28 51100 4070 1479 01-01-15 28 47340 3770 3960 1479 Hold H Cylinder Data Air Concrete Air Unit Set Cylinder Slump Time of Temp. Temp. Entrainment Weight Ticket No. ID (inches) Sample (°F) (°F) (%) (lbs/ft3) Number 1 1475 4.5 3:15 AM 56 58 5.5 145.2 1536424 2 1476 4.75 4:40 AM 55 59 5.7 144.8 1556467 3 1477 4.5 6:10 AM 56 62 5.3 145.0 1536489 4 1478 4.25 7:40 AM 55 63 5.0 145.6 1536573 5 1479 4.75 10:30 AM 59 65 5.6 144.6 1536755 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Bill Woolwine Mr. Ron Harper Sr. Manager, CMT (1) TAS Concrete/Mr. Matt Stickney CT/cn (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis FEEL] Ei c i f'IEERur GEOTECHNICAL AND G R 1=1 U I ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 89 5430 LBJ Freeway, Suite 1030 REG PROJECT NO. 19763 Dallas, Texas 75240 SAMPLE DATE: 12-05-14 ATTN: Mr. Joe Williams TECHNICIAN: D. Balderas PAGE: 1 of 1 CONTRACTOR: Raymond Construction Location of Sample Set Number Location Quantity Represented (c.y.) 1 Sidewalk: 75'N, 50'E from NW building corner 10/30 Design Information Source of Concrete Mix Identification Specified Strength (psi) Argos D101043 3000 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test (lbs.) Strength (psi) (psi) 1 1543 12-12-14 7 44970 3580 1543 01-02-15 28 58030 4620 1543 01-02-15 28 56180 4470 1543 01-02-15 28 58050 4620 4570 1543 Hold H Cylinder Data Air Concrete Air Unit Set Cylinder Slump Time of Temp. Temp. Entrainment Weight Ticket No. ID (inches) Sample (°F) (°F) (%) (lbs/ft3) Number 1 1543 4.0 7:57 AM 66 73 5.3 138.0 1537760 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Bill Woolwine Mr. Ron Harper Sr. Manager, CMT (1) TAS Concrete/Mr. Matt Stickney CT/cn (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 FR 1=1 Er1G 11—IEEF� II—ICS GEOTECHNICAL AND G Fi Q U P ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 90 5430 LBJ Freeway, Suite 1030 REG PROJECT NO. 19763 Dallas, Texas 75240 SAMPLE DATE: 12-05-14 ATTN: Mr. Joe Williams TECHNICIAN: D. Balderas PAGE: 1 of 1 CONTRACTOR: Raymond Construction Location of Sample Set Number Location Quantity Represented (c.y.) 1 Slab leave-out: B.5-1 10/60 Design Information Source of Concrete Mix Identification Specified Strength (psi) Argos D101042 3000 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test (lbs.) Strength (psi) (psi) 1 1542 12-12-14 7 44860 3570 1542 01-02-15 28 61290 4880 1542 01-02-15 28 65450 5210 1542 01-02-15 28 61790 4920 5000 1542 Hold H Cylinder Data Air Concrete Air Unit Set Cylinder Slump Time of Temp. Temp. Entrainment Weight Ticket No. ID (inches) Sample (°F) (°F) (%) (lbs/ft3) Number 1 1542 4.0 11:07 AM 68 71 1.6 150.0 1538048 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Bill Woolwine Mr. Ron Harper Sr. Manager, CMT (1) TAS Concrete/Mr. Matt Stickney CT/cn (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 FREZ] EI—IGIr1EE1==4II—I1M GEOTECHNICAL AND G R O LJ ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 93 5430 LBJ Freeway, Suite 1030 REG PROJECT NO. 19763 Dallas, Texas 75240 SAMPLE DATE: 12-08-14 ATTN: Mr. Joe Williams TECHNICIAN: T. Klien PAGE: 1 of 1 CONTRACTOR: Raymond Construction Location of Sample Set Number Location Quantity Represented (c.y.) 1 Slab leave-out: G-4.9 40/70 Design Information Source of Concrete Mix Identification Specified Strength (psi) Southern Star 1042 3000 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test (lbs.) Strength (psi) (psi) 1 1702 12-15-14 7 54790 4360 1702 01-05-15 28 65360 5200 1702 01-05-15 28 63090 5020 1702 01-05-15 28 64680 5150 5120 1702 Hold H Cylinder Data Air Concrete Air Unit Set Cylinder Slump Time of Temp. Temp. Entrainment Weight Ticket No. ID (inches) Sample (°F) (°F) (%) (lbs/ft3) Number 1 1702 4.75 10:20 AM 53 64 1.5 149.0 1539031 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Bill Woolwine Mr. Ron Harper Sr. Manager, CMT (1) TAS Concrete/Mr. Matt Stickney CT/cn (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 1=1EE3E1 Ei is I f-IEERII—ICS GEOTECHNICAL AND G O LJ P ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 94 5430 LBJ Freeway, Suite 1030 REG PROJECT NO. 19763 Dallas, Texas 75240 SAMPLE DATE: 12-08-14 ATTN: Mr. Joe Williams TECHNICIAN: T. Klein PAGE: 1 of 1 CONTRACTOR: Raymond Construction Location of Sample Set Number Location Quantity Represented (c.y.) 1 Porch and Balcony: Line A to A.3, 2.5 to 3.2 80/80 Design Information Source of Concrete Mix Identification Specified Strength (psi) Southern Star 1042 3000 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test (lbs.) Strength (psi) (psi) 1 1703 12-15-14 7 48060 3820 1703 01-05-15 28 60660 4830 1703 01-05-15 28 55830 4440 1703 01-05-15 28 55590 4420 4560 1703 Hold H Cylinder Data Air Concrete Air Unit Set Cylinder Slump Time of Temp. Temp. Entrainment Weight Ticket No. ID (inches) Sample (°F) (°F) (%) (lbs/ft3) Number 1 1703 5.0 12:30 PM 53 62 1.0 150.0 1539162 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Bill Woolwine Mr. Ron Harper Sr. Manager, CMT (1) TAS Concrete/Mr. Matt Stickney CT/cn (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 REEL? E I I-1EERII I GEOTECHNICAL AND G R Q LJ P ENVIRONMENTAL CONSULTANTS REPORT OF STRUCTURAL STEEL OBSERVATION DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 97 5430 LBJ Freeway, Suite 1030 REPORT DATE: 12-23-14 Dallas, Texas 75240 REG PROJECT NO. 19763 ATTN: Mr. Joe Williams DATE OBSERVED: 12-22-14 TECHNICIAN: J. Gray PAGE: 1 of 1 CONTRACTOR: Raymond Construction Location: Building at Lines A to J from 1 to 5 Non Code Details Observed Compliant Compliant AWS D1.1 AISC Other I)Visual weld verification of joist X X seat to wall connections (Reinspection) Discrepancies/Comments: This reinspection clears Item lb of inspection conducted on 10-28-14, Report No. 70. Other= Structural Drawings and E-mail dated 12-05-14 E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ James D. Gray Mr. Ron Harper C.W.I. 07081171 (1) TAS Concrete/Mr. Matt Stickney JG/sp (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 7510 REEL? E 1 FRIr-ic GEOTECHNICAL AND G R O LJ 1=3 ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 100 5430 LBJ Freeway, Suite 1030 REPORT DATE: 12-31-14 Dallas, Texas 75240 REG PROJECT NO. 19763 ATTN: Mr. Joe Williams TECHNICIAN: T. Klein PAGE: 1 of 1 CONTRACTOR: Raymond Construction Proctor ASTM Optimum Maximum No. Standard Description Moisture, % Density, PCF 1 D-698 Dark brown clay 17.2 103.8 2 D-698 Reddish brown &yellowish brown clay 23.0 101.3 3 D-698 Dark brown sandy clay 16.6 107.2 4 D-698 Dark brown clay w/limestone fragments 13.4 114.4 5 D-698 Dark brown sandy clay w/gravel 18.1 106.0 6 D-698 Reddish brown clayey sand 14.6 110.0 7 D-698 Light brown sandy clay 16.5 105.5 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 97 12-08-14 Leave-out Interior: H.9-2.2 0.0 103.7 19.4 5 97.8 98 Leave-out Interior: H.9-2.3 0.0 102.9 20.2 5 97.1 Comments: Where tested, materials were in compliance with project specifications. E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/Mr. Ron Harper Bill Woolwine (1) TAS Concrete/Mr. Matt Stickney Sr. Manager, CMT (1) McHale Engineering/ BW/sp Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 7510 REEL? EMG I MEERIIIE, GEOTECHNICAL AND G R Q LJ P ENVIRONMENTAL CONSULTANTS REPORT OF REINFORCING STEEL PLACEMENT OBSERVATION DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 101 5430 LBJ Freeway, Suite 1030 REPORT DATE: 12-31-14 Dallas, Texas 75240 REG PROJECT NO. 19763 ATTN: Mr. Joe Williams DATE OBSERVED: 12-08-14 TECHNICIAN: T. Klein PAGE: 1 of 1 CONTRACTOR: Raymond Construction Items Observed: Leave-out: Line B to H.8 from 5.9 to 6 Reference Plans or Notes Used: Sheet S-9 X There were no deviations noted. The reinforcing steel placed at the above referenced locations was observed with respect to the referenced portions of the contract documents. E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Ronald F. Reed, P.E. Mr. Ron Harper BW/sp (1) TAS Concrete/Mr. Matt Stickney (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 7510 i=t EEL7 Er-IG 11-IEERir-ici GEOTECHNICAL AND G R c LJ P ENVIRONMENTAL CONSULTANTS REPORT OF REINFORCING STEEL PLACEMENT OBSERVATION DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 102 5430 LBJ Freeway, Suite 1030 REPORT DATE: 12-31-14 Dallas, Texas 75240 REG PROJECT NO. 19763 ATTN: Mr. Joe Williams DATE OBSERVED: 12-15-14 TECHNICIAN: D. Balderas PAGE: 1 of 1 CONTRACTOR: Raymond Construction Items Observed: Northwest approach and Northeast approach to Gate View Boulevard Reference Plans or Notes Used: The City of Coppell Standard, Detail 2190 X There were no deviations noted. The reinforcing steel placed at the above referenced locations was observed with respect to the referenced portions of the contract documents. E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Ronald F. Reed, P.E. Mr. Ron Harper BW/sp (1) TAS Concrete/Mr. Matt Stickney (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 7510 REEL1 Ef—IG I MEE1=1 GEOTECHNICAL AND G R O LJ P ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 103 5430 LBJ Freeway, Suite 1030 REG PROJECT NO. 19763 Dallas, Texas 75240 SAMPLE DATE: 12-22-14 ATTN: Mr. Joe Williams TECHNICIAN: M. Roberts PAGE: 1 of 1 CONTRACTOR: Raymond Construction Location of Sample Set Number Location Quantity Represented (c.y.) 1 Paving: 20'N, 100'E from NW building corner 30/70 Design Information Source of Concrete Mix Identification Specified Strength (psi) Argos 1569 3000 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test (lbs.) Strength (psi) (psi) 1 1977 12-29-14 7 45790 3640 1977 01-19-15 28 1977 01-19-15 28 1977 01-19-15 28 1977 Hold H Cylinder Data Air Concrete Air Unit Set Cylinder Slump Time of Temp. Temp. Entrainment Weight Ticket No. ID (inches) Sample (°F) (°F) (%) (lbs/ft3) Number 1 1977 6.0 10:40 AM 54 58 4.3 143.6 1547122 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Bill Woolwine Mr. Ron Harper Sr. Manager, CMT (1) TAS Concrete/Mr. Matt Stickney CT/cn (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 REEL] EI—IC� I r"1EERIr1G GEOTECHNICAL AND G R 1=1U1=1 ENVIRONMENTAL CONSULTANTS REPORT OF STRUCTURAL STEEL OBSERVATION DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 96 5430 LBJ Freeway, Suite 1030 REPORT DATE: 12-23-14 Dallas, Texas 75240 REG PROJECT NO. 19763 ATTN: Mr. Joe Williams DATE OBSERVED: 12-19-14 TECHNICIAN: J. Gray PAGE: 1 of 1 CONTRACTOR: Raymond Construction Location: Building at Lines A to J from 1 to 5 Non Code Details Observed Compliant Compliant AWS D1.1 AISC Other I)Visual weld verification of deck perimeter edge angle (Reinspection) Discrepancies/Comments: This reinspection clears Item 1111 of inspection conducted on 11-17-14, Report No. 75. Other= Structural Drawings E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ James D. Gray Mr. Ron Harper C.W.I. 07081171 (1) TAS Concrete/Mr. Matt Stickney JG/sp (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 7510 1=1EE3=1 EI—IG I r-IEEFZIr-1G GEOTECHNICAL AND G U P ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 98 5430 LBJ Freeway, Suite 1030 REG PROJECT NO. 19763 Dallas, Texas 75240 SAMPLE DATE: 12-11-14 ATTN: Mr. Joe Williams TECHNICIAN: J. Newkirk PAGE: 1 of 1 CONTRACTOR: Raymond Construction Location of Sample _ Set Number I Location Quantity Represented (c.y.) 1 Sidewalk: 5'N, 15'E from NW building corner 20/30 Design Information Source of Concrete Mix Identification Specified Strength (psi) Argos D10000001569 3500 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test (lbs.) Strength (psi) (psi) 1 1752 12-18-14 7 35570 2830 1752 01-08-15 28 1752 01-08-15 28 1752 01-08-15 28 1752 Hold H Cylinder Data Air Concrete Air Unit Set Cylinder Slump Time of Temp. Temp. Entrainment Weight Ticket No. ID (inches) Sample (°F) (°F) (%) (lbs/ft3) Number 1 1752 6.0 10:35 AM 60 66 5.0 144.0 1541749 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Bill Woolwine Mr. Ron Harper Sr. Manager, CMT (1) TAS Concrete/Mr. Matt Stickney CT/cn (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 REELI Er1G I I—IEERII—IG GEOTECHNICAL AND G R O LJ P ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 99 5430 LBJ Freeway, Suite 1030 REG PROJECT NO. 19763 Dallas, Texas 75240 SAMPLE DATE: 12-15-14 ATTN: Mr. Joe Williams TECHNICIAN: D. Balderas PAGE: 1 of 1 CONTRACTOR: Raymond Construction Location of Sample Set Number Location Quantity Represented (c.y.) 1 Gate View Boulevard West approach 7/14 Design Information Source of Concrete Mix Identification Specified Strength (psi) Argos D11569 3500 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test (lbs.) Strength (psi) (psi) 1 1898 12-22-14 7 45100 3590 1898 01-12-15 28 1898 01-12-15 28 1898 01-12-15 28 1898 Hold H Cylinder Data Air Concrete Air Unit Set Cylinder Slump Time of Temp. Temp. Entrainment Weight Ticket No. ID (inches) Sample (°F) (°F) (%) .(lbs/ft3) Number 1 1898 4.5 8:53 AM 53 63 5.1 138.0 1543468 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Bill Woolwine Mr. Ron Harper Sr. Manager, CMT (1) TAS Concrete/Mr. Matt Stickney CT/cn (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 � J\�O O'� 6 Ok � �Qti110• y defid p• �J�� ° eaict aQP� heO� 0 �0O �GAFee6as� e*c NI AG kri, G C12' GO ,��,LS GO, 5�G�� ° a G• .`Q P,Gc. ese �e 0 e•t 50 �\e X03 a�a�ti‘ti °�20�°��50 5 ,�Zo X50 0d0eDP- �Ft e��52�0 a�5 'S 0Q. S0 pip O��Oo ay��� , 5�• `�G�\o� • ��gco c�Beet d`'�`i po ��Qp� P c�`o��G �°oa ��,0�.\\a\�o, coy i�et S•e T� �a� c\t C �� `0,\N\d \g' o a EZ 00 0`� �top C\ av\ \fie. e s Sc �, 2 Nc ��PG� 9a�•\e \�o;4) �1`L(0 ,\I•1���tdc��� t‘ o�Q<.'��` • ` Dr 10 4 G�� 0,,c‘o�o���et FQaa��g�oo��3�0� ,(\k‘ ���oa�\° oad Stites4?�0 3 pC D,63�30 5 848 �5 ti�o� \e P--(e5� �5��'�30 848 �o'(0 o•(cG 5�`L 848 _•‘•w ck tie 2 � 848 Oe5`o�tce Pt•o ,�e�ey�� 3��0g0 848 S '02:' �'l D �` D5 50 �ey�).\�dec 1� o��'�� pb���0 C tinder Data �2 0� Dt ' e4c- �� p, \r/- p$'� ti� No. Cylinder Slump �o. �V' p, 10-�o �D 220 5r ID inches S �` 3 Se 844 coN \' 0�'� p 2 845 5.0 2:3k <6p '\2 0�'N -I 3 846 5.5 3:45, g N� 0�'� 2� 5.25 �p �2�o\d 4 847 4:40 At, $ 5 2 5 848 5.25 7:00 AM 2 �ps6 ,� N 2T) 4.75 8:50 AM \A 8b.D,5 \1-_0()-1�pc Note: (1) Concrete 12 0�' p (2) Concrete c as sampled in accorda► N2 05'� cylinders SNS N _05' �o\a were tested in ac NS E-Mail Distribution: 3 a�N6 (1) OCT Industrial/Mr. p6 Joe Williams o (1) DCT Industrial/S. (1) Pross Design Montemayor gn Group/Mr. Mark Pros . oN (1) Pross Design Group/B. (1) Raymond Construction/ Mr. \,\P Mr. Leland Frantz (1) Raymond Construction/ S�`-�Qoo Mr. Ron HarperE Sr. (1) TAS Concrete/Mr. Matt SaS���°� . (1) McHale En tickney CT/c Mr. Gary Engineering/ Q.a� Mail McHale Distribution: (1) City of Coppell/Mr. Larry Davic 1=tEE =7 Ef-1G I f-IEERIrl GEOTECHNICAL AND G FR O LJ F ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 74 5430 LBJ Freeway, Suite 1030 REG PROJECT NO. 19763 Dallas, Texas 75240 SAMPLE DATE: 11-12-14 ATTN: Mr. Joe Williams TECHNICIAN: S. Davis PAGE: 1 of 1 CONTRACTOR: Raymond Construction Location of Sample Set Number Location Quantity Represented (c.y.) 1 Ramp walls: A.3-5 to A.3-5.8 and A.5-5 to A.5-5.8 10/10 Design Information Source of Concrete Mix Identification Specified Strength (psi) Argos 1569 3500 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test (lbs.) Strength (psi) (psi) 1 879 11-19-14 7 43230 3440 879 12-10-14 28 60380 4810 879 12-10-14 28 62160 4950 879 12-10-14 28 62330 4960 4910 879 Hold H Cylinder Data Air Concrete Air Unit Set Cylinder Slump Time of Temp. Temp. Entrainment Weight Ticket No. ID (inches) Sample (°F) (°F) (%) (lbs/ft3) Number 1 879 5.0 10:00 AM 42 55 4.0 146.6 1525096 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Bill Woolwine Mr. Ron Harper Sr. Manager, CMT (1) TAS Concrete/Mr. Matt Stickney CT/cn (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 REEL] Er1G I f-IEERII-1i GEOTECHNICAL AND G R 17 LJ P ENVIRONMENTAL CONSULTANTS REPORT OF REINFORCING STEEL PLACEMENT OBSERVATION DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 78 5430 LBJ Freeway, Suite 1030 REPORT DATE: 11-24-14 Dallas, Texas 75240 REG PROJECT NO. 19763 ATTN: Mr. Joe Williams DATE OBSERVED: 11-19-14 TECHNICIAN: M. Roberts PAGE: 1 of 1 CONTRACTOR: Raymond Construction Items Observed: Paving: 25'N, 25'W and 55'S-130'E from SW building corner Reference Plans or Notes Used: Sheets A1.0 and A1.1 X There were no deviations noted. The reinforcing steel placed at the above referenced locations was observed with respect to the referenced portions of the contract documents. E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Ronald F. Reed, P.E. Mr. Ron Harper RFR/sp (1) TAS Concrete/Mr. Matt Stickney (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 7510 or FR EE 1=1 Er—iG 1 r1EERIr-1G GEOTECHNICAL AND G R D Li P ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 81 5430 LBJ Freeway, Suite 1030 REG PROJECT NO. 19763 Dallas, Texas 75240 SAMPLE DATE: 11-19-14 ATTN: Mr. Joe Williams TECHNICIAN: M. Roberts PAGE: 1 of 2 CONTRACTOR: Raymond Construction Location of Sample Set Number Location Quantity Represented (c.y.) 1 Paving: 7'N, 8'W from SW building corner 30/490 2 Paving: 10'S, 5'E from SW building corner 100/490 3 Paving: 20'S, 30'E from SW building corner 210/490 4 Paving: 24'S, 60'E from SW building corner 310/490 5 Paving: 28'S, 85'E from SW building corner 420/490 Design Information Source of Concrete Mix Identification Specified Strength (psi) Argos 1569 3500 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test (lbs.) Strength (psi) (psi) 1 1046 11-26-14 7 37380 2970 1046 12-17-14 28 53340 4250 1046 12-17-14 28 56410 4490 1046 12-17-14 28 52210 4160 4300 1046 Hold H 2 1047 11-26-14 7 29310 2330 1047 12-17-14 28 50580 4030 1047 12-17-14 28 46960 3740 1047 12-17-14 28 44000 3500 3760 1047 Hold H 3 1048 11-26-14 7 30090 2390 1048 12-17-14 28 50070 3990 1048 12-17-14 28 49060 3910 1048 12-17-14 28 46550 3710 3870 1048 Hold H 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 i. REPORT NO. 81 REG PROJECT NO. 19763 SAMPLE DATE: 11-19-14 PAGE: 2 of 2 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test (lbs.) Strength (psi) (psi) 4 1049 11-26-14 7 42100 3350 1049 12-17-14 28 61710 4910 1049 12-17-14 28 64600 5140 1049 12-17-14 28 62520 4980 5010 1049 Hold H 5 1050 11-26-14 7 40760 3240 1050 12-17-14 28 51120 4070 1050 12-17-14 28 58570 4660 1050 12-17-14 28 52060 4140 4290 1050 Hold H Cylinder Data Air Concrete Air Unit Set Cylinder Slump Time of Temp. Temp. Entrainment Weight Ticket No. ID (inches) Sample (°F) (°F) (%) (lbs/ft3) Number 1 1046 5.5 1:30 AM 41 50 6.0 142.4 1528198 2 1047 8.0 2:30 AM 43 50 5.8 144.0 1528224 3 1048 8.0 4:00 AM 43 53 6.5 140.0 1528274 4 1049 6.5 5:30 AM 36 50 5.9 143.6 1528345 5 1050 8.0 7:00 AM 34 50 6.0 143.6 1528401 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Bill Woolwine Mr. Ron Harper Sr. Manager, CMT (1) TAS Concrete/Mr. Matt Stickney CT/cn (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis FR EE) EI-1GIr1EERIr'1G GEOTECHNICAL AND G IR O U P ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 82 5430 LBJ Freeway, Suite 1030 REPORT DATE: 12-03-14 Dallas, Texas 75240 REG PROJECT NO. 19763 ATTN: Mr. Joe Williams TECHNICIAN: T. Klein PAGE: 1 of 1 CONTRACTOR: Raymond Construction Proctor ASTM Optimum Maximum No. Standard Description Moisture, % Density, PCF 5 D-698 Dark brown sandy clay w/gravel 18.1 106.0 7 D-698 Light brown sandy clay 16.5 105.5 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 88 11-20-14 Interior Leave-out: A.6/4.9 0.0 101.4 20.6 5 95.7 89 Interior Leave-out: D.3/4.9 0.0 103.3 20.1 5 97.5 90 Interior Leave-out: G.6/4.9 0.0 102.7 20.4 5 96.9 91 Interior Leave-out: F.9/1.1 0.0 103.0 20.3 5 97.2 92 Interior Leave-out: D.3/1.1 0.0 102.2 20.2 5 96.4 93 Interior Leave-out: B.9/1.1 0.0 102.9 20.1 5 97.1 94 11-21-14 Leave-out: A.5/5 0.0 102.5 17.8 7 97.2 95 Leave-out: C.5/5 0.0 101.2 17.6 7 95.9 96 Leave-out: E.5/5 0.0 101.0 18.0 7 95.7 Comments: Where tested, materials were in compliance with project specifications. E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/Mr. Ron Harper Bill Woolwine (1) TAS Concrete/Mr. Matt Stickney Sr. Manager, CMT (1) McHale Engineering/ BW/jm Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 REEL] Er1G I r-1EERI1-1 GEOTECHNICAL AND G FR DLJ I=' ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 83 5430 LBJ Freeway, Suite 1030 REG PROJECT NO. 19763 Dallas, Texas 75240 SAMPLE DATE: 11-20-14 ATTN: Mr. Joe Williams TECHNICIAN: J. Gray PAGE: 1 of 1 CONTRACTOR: Raymond Construction Location of Sample Set Number Location Quantity Represented (c.y.) 1 South wall of north east ramp 10/20 Design Information Source of Concrete Mix Identification Specified Strength (psi) Argos 1569 3500 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test (lbs.) Strength (psi) (psi) 1 1080 11-27-14 7 32850 2610 1080 12-18-14 28 52080 4150 1080 12-18-14 28 49130 3910 1080 12-18-14 28 48450 3860 3970 1080 Hold H Cylinder Data Air Concrete Air Unit Set Cylinder Slump Time of Temp. Temp. Entrainment Weight Ticket No. ID (inches) Sample (°F) (°F) (%) (lbs/ft3) Number 1 1080 4.0 11:30 AM 52 56 4.3 147.4 1529999 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Bill Woolwine Mr. Ron Harper Sr. Manager, CMT (1) TAS Concrete/Mr. Matt Stickney CT/cn (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 REED I EI--IGII—IEERIr-i GEOTECHNICAL AND G ROU P ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 85 5430 LBJ Freeway, Suite 1030 REPORT DATE: 12-12-14 Dallas, Texas 75240 REG PROJECT NO. 19763 ATTN: Mr. Joe Williams TECHNICIAN: T. Klein PAGE: 1 of 1 CONTRACTOR: Raymond Construction Proctor ASTM Optimum Maximum No. Standard Description Moisture, % Density, PCF 5 D-698 Dark brown sandy clay w/gravel 18.1 106.0 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 97 12-01-14 Interior Leave-out: H.9/4.2 3.0 102.1 20.1 5 96.3 98 Interior Leave-out: H.9/4.3 2.0 103.4 19.3 5 97.5 99 Interior Leave-out: H.9/4.4 1.0 102.5 19.7 5 96.7 100 Interior Leave-out: H.9/4.5 0.0 102.9 19.5 5 97.1 Comments: Where tested, materials were in compliance with project specifications. E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/Mr. Ron Harper Bill Woolwine (1) TAS Concrete/Mr. Matt Stickney Sr. Manager, CMT (1) McHale Engineering/ BW/jm Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAx [214] 350 0019 REEa Er-1GIr"IEERIr1G GEOTECHNICAL AND G R O LJ F3 ENVIRONMENTAL CONSULTANTS REPORT OF REINFORCING STEEL PLACEMENT OBSERVATION DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 86 5430 LBJ Freeway, Suite 1030 REPORT DATE: 12-15-14 Dallas, Texas 75240 REG PROJECT NO. 19763 ATTN: Mr. Joe Williams DATE OBSERVED: 12-04-14 TECHNICIAN: R. Weathersby PAGE: 1 of 1 CONTRACTOR: Raymond Construction Items Observed: Sidewalk: Section 1, 80-85'N, 10-95'E from NW building corner and Section 2, 80-85'N, 15-215'W from NE building corner. Reference Plans or Notes Used: Sheet 2170 x There were no deviations noted. The reinforcing steel placed at the above referenced locations was observed with respect to the referenced portions of the contract documents. E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Ronald F. Reed, P.E. Mr. Ron Harper BW/jm (1) TAS Concrete/Mr. Matt Stickney (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 REEa I EriGIMEERII—IG GEOTECHNICAL AND G R IDL I P ENVIRONMENTAL CONSULTANTS REPORT OF REINFORCING STEEL PLACEMENT OBSERVATION DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 87 5430 LBJ Freeway, Suite 1030 REPORT DATE: 12-15-14 Dallas, Texas 75240 REG PROJECT NO. 19763 ATTN: Mr. Joe Williams DATE OBSERVED: 12-04-14 TECHNICIAN: R. Weathersby PAGE: 1 of 1 CONTRACTOR: Raymond Construction Items Observed: Paving: Section 1, 10'N-75'S, 165'W-145'E from SE building corner and Section 2, 35'N-175'S, 0- 45'W from NW building corner. Reference Plans or Notes Used: Sheet A1.0 x There were no deviations noted. The reinforcing steel placed at the above referenced locations was observed with respect to the referenced portions of the contract documents. E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Ronald F. Reed, P.E. Mr. Ron Harper BW/jm (1) TAS Concrete/Mr. Matt Stickney (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 1=1 Ef-IG I f1EEFRII-IG GEOTECHNICAL AND G R O LJ P ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 88 5430 LBJ Freeway, Suite 1030 REG PROJECT NO. 19763 Dallas, Texas 75240 SAMPLE DATE: 12-04-14 ATTN: Mr. Joe Williams TECHNICIAN: R. Weathersby PAGE: 1 of 2 CONTRACTOR: Raymond Construction Location of Sample Set Number Location Quantity Represented (c.y.) 1 Paving: 30'S, 125'W from SE building corner 50/540 2 Paving: 50'S, 85'W from SE building corner 150/540 3 Paving: 70'S, 85'W from SE building corner 250/540 4 Paving: 60'S, 10'E from SE building corner 350/540 5 Paving: 145'S, 15'W from NW building corner 460/540 Design Information Source of Concrete Mix Identification Specified Strength (psi) Argos D10000001569 3500 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test (lbs.) Strength (psi) (psi) 1 1475 12-11-14 7 49520 3940 1475 01-01-15 28 1475 01-01-15 28 1475 01-01-15 28 1475 Hold H 2 1476 12-11-14 7 41580 3310 1476 01-01-15 28 1476 01-01-15 28 1476 01-01-15 28 1476 Hold H 3 1477 12-11-14 7 39600 3150 1477 01-01-15 28 1477 01-01-15 28 1477 01-01-15 28 1477 Hold H 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 A REPORT NO. 88 REG PROJECT NO. 19763 SAMPLE DATE: 12-04-14 PAGE: 2 of 2 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test (lbs.) Strength (psi) (psi) 4 1478 12-11-14 7 46580 3710 1478 01-01-15 28 1478 01-01-15 28 1478 01-01-15 28 1478 Hold H 5 1479 12-11-14 7 35940 2860 1479 01-01-15 28 1479 01-01-15 28 1479 01-01-15 28 1479 Hold H Cylinder Data Air Concrete Air Unit Set Cylinder Slump Time of Temp. Temp. Entrainment Weight Ticket No. ID (inches) Sample (°F) (°F) (%) (lbs/ft3) Number 1 1475 4.5 3:15 AM 56 58 5.5 145.2 1536424 2 1476 4.75 4:40 AM 55 59 5.7 144.8 1556467 3 1477 4.5 6:10 AM 56 62 5.3 145.0 1536489 4 1478 4.25 7:40 AM 55 63 5.0 145.6 1536573 5 1479 4.75 10:30 AM 59 65 5.6 144.6 1536755 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Bill Woolwine Mr. Ron Harper Sr. Manager, CMT (1) TAS Concrete/Mr. Matt Stickney CT/cn (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 1=4EEL7 EI IC I I—IE ERIflC GEOTECHNICAL AND G R O U P ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 89 5430 LBJ Freeway, Suite 1030 REG PROJECT NO. 19763 Dallas, Texas 75240 SAMPLE DATE: 12-05-14 ATTN: Mr. Joe Williams TECHNICIAN: D. Balderas PAGE: 1 of 1 CONTRACTOR: Raymond Construction Location of Sample Set Number Location Quantity Represented (c.y.) 1 Sidewalk: 75'N, 50'E from NW building corner 10/30 Design Information Source of Concrete Mix Identification Specified Strength (psi) Argos D101043 3000 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test (lbs.) Strength (psi) (psi) 1 1543 12-12-14 7 44970 3580 1543 01-02-15 28 1543 01-02-15 28 1543 01-02-15 28 1543 Hold H Cylinder Data Air Concrete Air Unit Set Cylinder Slump Time of Temp. Temp. Entrainment Weight Ticket No. ID (inches) Sample (°F) (°F) (%) (lbs/ft3) Number 1 1543 4.0 7:57 AM 66 73 5.3 138.0 1537760 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Bill Woolwine Mr. Ron Harper Sr. Manager, CMT (1) TAS Concrete/Mr. Matt Stickney CT/cn (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 FIEE =J E I Ir1G GEOTECHNICAL AND G Fi O LI P ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 90 5430 LBJ Freeway, Suite 1030 REG PROJECT NO. 19763 Dallas, Texas 75240 SAMPLE DATE: 12-05-14 ATTN: Mr. Joe Williams TECHNICIAN: D. Balderas PAGE: 1 of 1 CONTRACTOR: Raymond Construction Location of Sample Set Number Location Quantity Represented (c.y.) 1 Slab leave-out: B.5-1 10/60 Design Information Source of Concrete Mix Identification Specified Strength (psi) Argos D101042 3000 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test (lbs.) Strength (psi) (psi) 1 1542 12-12-14 7 44860 3570 1542 01-02-15 28 1542 01-02-15 28 1542 01-02-15 28 1542 Hold H Cylinder Data Air Concrete Air Unit Set Cylinder Slump Time of Temp. Temp. Entrainment Weight Ticket No. ID (inches) Sample (°F) (°F) (%) (lbs/ft3) Number 1 1542 4.0 11:07 AM 68 71 1.6 150.0 1538048 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Bill Woolwine Mr. Ron Harper Sr. Manager, CMT (1) TAS Concrete/Mr. Matt Stickney CT/cn (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 REELJ Ef'IGI r—IEERIr-lC� GEOTECHNICAL AND GROUP ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 93 5430 LBJ Freeway, Suite 1030 REG PROJECT NO. 19763 Dallas, Texas 75240 SAMPLE DATE: 12-08-14 ATTN: Mr. Joe Williams TECHNICIAN: T. Klien PAGE: 1 of 1 CONTRACTOR: Raymond Construction Location of Sample Set Number Location Quantity Represented (c.y.) 1 Slab leave-out: G-4.9 40/70 Design Information Source of Concrete Mix Identification Specified Strength (psi) Southern Star 1042 3000 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test (lbs.) Strength (psi) (psi) 1 1702 12-15-14 7 54790 4360 1702 01-05-15 28 1702 01-05-15 28 1702 01-05-15 28 1702 Hold H Cylinder Data Air Concrete Air Unit Set Cylinder Slump Time of Temp. Temp. Entrainment Weight Ticket No. ID (inches) Sample (°F) (°F) (%) (lbs/ft3) Number 1 1702 4.75 10:20 AM 53 64 1.5 149.0 1539031 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Bill Woolwine Mr. Ron Harper Sr. Manager, CMT (1) TAS Concrete/Mr. Matt Stickney CT/cn (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 REEL] EI—IG I r1EERIr1G GEOTECHNICAL AND GROUP ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 94 5430 LBJ Freeway, Suite 1030 REG PROJECT NO. 19763 Dallas, Texas 75240 SAMPLE DATE: 12-08-14 ATTN: Mr. Joe Williams TECHNICIAN: T. Klein PAGE: 1 of 1 CONTRACTOR: Raymond Construction Location of Sample Set Number Location Quantity Represented (c.y.) 1 Porch and Balcony: Line A to A.3, 2.5 to 3.2 80/80 Design Information Source of Concrete Mix Identification Specified Strength (psi) Southern Star 1042 3000 Test Results Set Cylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test (lbs.) Strength (psi) (psi) 1 1703 12-15-14 7 48060 3820 1703 01-05-15 28 1703 01-05-15 28 1703 01-05-15 28 1703 Hold H Cylinder Data Air Concrete Air Unit Set Cylinder Slump Time of Temp. Temp. Entrainment Weight Ticket No. ID (inches) Sample (°F) (°F) (°/a) (lbs/ft3) Number 1 1703 5.0 12:30 PM 53 62 1.0 150.0 1539162 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Bill Woolwine Mr. Ron Harper Sr. Manager, CMT (1) TAS Concrete/Mr. Matt Stickney CT/cn (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 REEa l EIMMI lEEF;iinG GEOTECHNICAL AND G R O U P ENVIRONMENTAL CONSULTANTS REPORT OF REINFORCING STEEL PLACEMENT OBSERVATION DCT Freeport North 1125 Gate View Boulevard Coppell, Texas REPORTED TO: DCT Industrial REPORT NO. 95 5430 LBJ Freeway, Suite 1030 REPORT DATE: 12-22-14 Dallas, Texas 75240 REG PROJECT NO. 19763 ATTN: Mr. Joe Williams DATE OBSERVED: 12-11-14 TECHNICIAN: J. Newkirk PAGE: 1 of 1 CONTRACTOR: Raymond Construction Items Observed: Sidewalk and entrances: 0-10'N, 10-25'E and 297-355'E from NW building corner. Reference Plans or Notes Used: Sheets A1.0 and S.3, Detail 11 x There were no deviations noted. The reinforcing steel placed at the above referenced locations was observed with respect to the referenced portions of the contract documents. E-Mail Submitted by: Distribution: (1) DCT Industrial/Mr. Joe Williams (1) DCT Industrial/S. Montemayor REED ENGINEERING GROUP, LTD. (1) Pross Design Group/Mr. Mark Pross Registration Number F-3114 (1) Pross Design Group/B. Pross (1) Raymond Construction/ Original Signed By Mr. Leland Frantz (1) Raymond Construction/ Ronald F. Reed, P.E. Mr. Ron Harper BW/jm (1) TAS Concrete/Mr. Matt Stickney (1) McHale Engineering/ Mr. Gary McHale Mail Distribution: (1) City of Coppell/Mr. Larry Davis 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019