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Walgreens-LR 970819AT LABORATORIES, INC. Consulting Engineers • Geotechnical Construction Materials Inspection/Testing Services Environmental Assessments • Quality Control 8601 Forney Road Dallas Texas 75227 (214) 275 -0899 or (800) 856 -0899 FAX: (214) 275 -6175 DAILY INSPECTION REPORT PROJECT: Walgreens/Coppell CLIENT: Higbie Roth CONTRACTOR: Higbie Roth DATE OF INSPECTION: August 19, 1997 PROJECT NO.: 97C241 SITE INSPECTOR: S. Robinson Traveled to above site for scheduled densities. Performed 2 densities on sub grade in left turn lane to south side of project off Parkway Blvd. UN OUR LETTERS & REPOIFP� ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED. THE USE OF OUR NAME MUST RECEIVE OUR PRIOR WRITTEN APPROVAL. OUR LETTERS & REPORTS APPLY ONLY TO THE SAMPLE(S) TESTED AND /OR INSPECTED & ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PROJECTS. (214) 275 -0899 • FAX: (214) 275 -6175 Arlington • Dallas • Ft. Worth • Garland • Grand Prairie AT LABORATORIES, INC. Consulting Engineers * Geotechnical Construction Materials Inspection /Testing Services Environmental Assessments * Quality Control 8601 Forney Road Dallas, 'Texas 75227 (214) 275 -0899 or (800) 856 -0899 Fax (214) 275 -6175 DAILY CONCRETE MIX INSPECTION AND TESTS CONTRACTOR MADE CYLINDERS PROJECT: WALGREEN'S - COPPELL, TSX PROJECT NO: 97C241 CLIENT: IIIGBIE ROTA ASSIGNMENT NO: 0241 -009 CONTRACTOR: HIGBIE ROTH DATE: 8 -19 -97 DATE SAMPLED: 7 -22 -97 If OF CYLINDERS: 12 CONCRETE PLACED: *N /A CU. YDS. TECHNICIAN: CONTRACTOR LOCATION OF CONCRETE PLACEMENT: *N /A TRUCK /TICKET If: *N /A CONCRETE SUPPLIER: *N /A MIX DESIGNATION: *N /A MIN. STRENGTH @28 DAYS: *N /A STRENGTH TEST RESULTS TESTED IN ACCORDANCE WITH ASTM C39 CYL /BEAM TEST AGE SLUMP AMB. CONC. 'TOTAL COMPR /FLEX REMARKS MARKING DATE DAYS INCHES TEMP TEMP. LOAD LBS. STRENGTH PSI 1 -1 7 -29 7 1 -2 " " 1 -3 8 -19 28 1 -4 " " 4020 PSI AVERAGE @ 28 DAYS 2 -1 7 - 29 7 2 -2 " " 2 -3 8 -19 28 2 -4 " " 4030 PSI AVERAGE @ 28 DAYS 3 -1 7 -2.9 7 3 -2 " " 3 -3 8 -19 28 3 -4 " 4370 PSI AVERAGE @ 28 DAYS *N /A *N /A *N /A 85,000 3010 87,000 3080 112,000 3960 115,000 4070 *N /A *N /A *N /A 73,000 2580 " 88,000 3110 " 114,000 4030 " 114,000 4030 *N /A *N /A *N /A 92,000 3250 " " 94,000 3330 " 122,000 4320 125,000 4420 *INFORMATION NOT PROVIDED BY CONTRACTOR. ��RYJ ltlitsi� AT LABORA'T'ORIES, INC. OUR LETTER: .c RrI I't )I.'t':1 ARE FOR THE E?:CLUbLVE U,P: J' T1I1; , '1.iENT To WHOM THEN JAI'. P: {AUDRC3:iEU. THL USE OF OUR NAME MUST' RECEIVE PPIOR WRITTEN APPROVAL. OUR I&ET'TE1)-3 .b REPOR'LT APPI�( OHL'I TO THE "AML'LE '1'E(PKI AND/OR TED 6 ARE 110'1' HECEiSAPIL'i IIIIIICAT1 OF rill_: QIIAI I:T I:E S' o1'' APPARENTLY IDEN'T'ICAL OR BIMLLAR P1)01511('.'I'