Loading...
ST0102-LR030509RoneEngineers 8908 Ambassador Row~ Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rolhway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630-9745 CONCRETE COMPRESSIVE STRENGTH TEST Client: City of Coppell Attn: Ms. Suzan Taylor PO Box 478 Coppell TX 75019 Project: Ruby Road (ST 01-02) Coppell, TX Report No.: 174469 Project No.: 027176 Date of Service: 04/08/2003 Report Date: 05/09/2003 Obtain samples of flesh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring samples back to the laboratory for cuhng and testing in accordance with applicable standards. PROJECT DATA STRENGTH: SLUMP (in): AIR (%): TEST METIIOD; CONTRACTOR: Tiseo Paving CONCRETE SUPPLIER: Tiseo Paving PLANT: On-site SPECIFICAIION REQUIREMENTS 4000 psi ~ 28 Days 3" - $" 4% - 6% ASTM C-172 ASTM C-3 ! ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-138 ASTM C-39 MIX DESIGN I.D.: 2 PLACEMENT ~)ATE: 04/08/2003 WEATHER CONDITIONS: Sunlly TIME SAMPLED: l:00pm BATCHTIME: 12:35pm TEMPEIL~TURE (F)- AIR 59 F CONCRETE: 69 F TRUCKNO: 149 TICKETNO: NA AIR CONTEN l' (%): 4.6 UNIT ~VEIGHT (pcl): NA O'~q~RALL PLACEMENT LOCATION: Paving - x~est cntryway to mobile home park on Ruby Road SAMPLE LOCATION: ltEPORT OF TESTS 5' north x 8' east of southwest comer of paving entry Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. m.) CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED I 1 3.5 04/15/2003 MAXIMUM COMPRESSIVE AGE LOAD STRENGTH (days) (lbs. force) (psi) 7 140880 4980 FRACTURE TYPE Unbonded Cap 1 2 3.5 05/06/2003 1 3 3.5 05/06/2003 28 172350 6100 28 179940 6360 Average 6230 Unbonded Cap Unbonded Cap 1 4 3.5 06/03/2003 56 Unbonded Cap Stand-by of 1 hour and 50 minutes due to concrete delay. Technician: Jeremy Watts Report Distribution: (l) City of Coppell (1) Tiseo Paving Company (1) Pacheco Koch (1) Wright Construction Company Started: 10:30am Finished: 2'OOp~/~gineers''~/'/k~ pjrOojeh~ctMMOanOadgeYr Ltd. LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing We assume no responsibility for variation in quality (compositlon, appearance, performance, etc/or an5' o her feature of similar subject r~latter provided b5 persons or conditions o;cr which we have no controI Our letters and repons are for the exclusbe use tf e censo whom they' are attdressed and,sh%ll~ n,ot_bf, reproauced except in full without the written appro, al of Rone Engineers, Ltd. 4 ,5 r - 01 , 02 - R one Engineers 8908 Ambassador Row 2696 Gravel Drive Dallas, Texas 75247 Fort Worth, Texas 76118 (214) 630 -9745 (817) 284 -1318 In -Place Density Service Order Client: 11 C Report No.: Project No.: project: u "' Date of Service: Contractor: Page 1 of I Requirements Density: ASTM D -2922 Gauge Manuf & Model: Troxler Moisture: ASTM D -3017 �1. _k Gauge Serial No.: _?.. 4 c' S Density Standard Counts Current: 7 C,+, Moisture Standard Counts Current: Density Standard Counts Previous: c j, �� Moisture Standard Counts Previous: Test Mode (DT / BS): Probe Depth: 0, 2, 4, C 8, 10, 12 Moisture / Density Relations M/D Test Report Material Optimum Maxunum No.: of Number Description Moisture Density 2 1 In -Place Densitv Test Results Test Test M/D Moisture Density Percent No. Location No. MC Content DC pcf Compaction IN ( a p lbs ` 7 // wet lbs wet % I LL__ ? % 3 &Jq ( dry %t % % dry % gip_ lbs / j . wet Z .--1 I 2 I{_ �, % �'7� �5.2 dry •� % lbs wet Remarks: Technician _ a P _ e r, z, . C Time Start: Stop: Client Rep.: % dry % IN wet % dry % lbs wet % dry % IN wet % dry % lbs wet % dry % IN wet % dry % Contractor Notified of Results (Y / N)? LAVATIONS: The test results presaged herein were prepared based upon the specific samples provided for testing We tonne no responsibility for variation in Quality (corrpositiolk a perfmnance, etc.) or any otter feature of similar subject new provided by persons or conditions over wludt we have no control. our letters and repots are for tbe exclusive 2001(2/03) use of the diems to whan grey are addressed and dull not be reproduced except in Nil without dw wrigm approval of Rana Fspneas. Ltd.