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Sample Record for 2014-01-09-13102087

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 8127 DEA: 080N5904 EFIS: 0800000533 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R85.2
Work Description: CONSTRUCT PC/PS BULB-TEE GIRDER BRIDGE
Location Description: SAN BERNARDINO COUNTY NEAR ESSEX AT VAN WINKLE WASH BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: P.O. Box 50085, Watsonville, CA 95077
Resident Engineer: Khoa Nguyen Structure Rep.: Ching Chuang

Sample Information

DIME Sample ID: 2014-01-09-13102087
TL Number from the TL Form:
Sample Submitted By Organization: SCST, LLC
Sample Organization Contact: (619) 280-4321
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 01/09/2014
Date that the sample was received by the laboratory/organization performing the testing: 01/09/2014
The quantity of what the sample constitutes: 7 cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: High Grade

Material Information

The concrete mix design number: HG53401R
The truck number from where the sample was collected: 193
The batch plant ticket number from where the sample was collected: 813219
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete Truck 193
Where the material sample would have been placed if not sampled: Footings at Bent 2 North Column
From Lot No.:
Bag Lot No.:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2014-01-09-13102087-1
Test Method: ASTM C173-10b: Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method
Verified Date: 02/10/2014
Date Tested: 01/09/2014
Submitted By Organization: SCST, LLC
Organization Address: 6280 Riverdale Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92120
Organization Email: dhicks@scst.com
Organization Phone: (619) 528-4716
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Air content 1.3 %

Test 2 of 7

DIME Test ID: 2014-01-09-13102087-2
Test Method: ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 02/10/2014
Date Tested: 01/09/2014
Submitted By Organization: SCST, LLC
Organization Address: 6280 Riverdale Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92120
Organization Email: dhicks@scst.com
Organization Phone: (619) 528-4716
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Slump 4.5 inch

Test 3 of 7

DIME Test ID: 2014-01-09-13102087-3
Test Method: ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 02/10/2014
Date Tested: 01/09/2014
Submitted By Organization: SCST, LLC
Organization Address: 6280 Riverdale Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92120
Organization Email: dhicks@scst.com
Organization Phone: (619) 528-4716
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 62 F

Test 4 of 7

DIME Test ID: 2014-01-09-13102087-4
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
Verified Date: 02/10/2014
Date Tested: 01/10/2014
Submitted By Organization: SCST, LLC
Organization Address: 6280 Riverdale Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92120
Organization Email: dhicks@scst.com
Organization Phone: (619) 528-4716
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 1
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Compressive strength of cylinder (to nearest 10 psi) 1110 psi
Average diameter of cylinder 1 6.00 in
Maximum load on cylinder 1 31430 lb
Type of fracture pattern of cylinder 1 2
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 1 days

Test 5 of 7

DIME Test ID: 2014-01-09-13102087-5
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
Verified Date: 02/10/2014
Date Tested: 01/16/2014
Submitted By Organization: SCST, LLC
Organization Address: 6280 Riverdale Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92120
Organization Email: dhicks@scst.com
Organization Phone: (619) 528-4716
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 1
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Compressive strength of cylinder (to nearest 10 psi) 3970 psi
Average diameter of cylinder 1 6.00 in
Maximum load on cylinder 1 112340 lb
Type of fracture pattern of cylinder 1 2
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 7 days

Test 6 of 7

DIME Test ID: 2014-01-09-13102087-6
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
Verified Date: 02/10/2014
Date Tested: 01/23/2014
Submitted By Organization: SCST, LLC
Organization Address: 6280 Riverdale Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92120
Organization Email: dhicks@scst.com
Organization Phone: (619) 528-4716
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 1
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Compressive strength of cylinder (to nearest 10 psi) 4670 psi
Average diameter of cylinder 1 6.00 in
Maximum load on cylinder 1 132130 lb
Type of fracture pattern of cylinder 1 2
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 14 days

Test 7 of 7

DIME Test ID: 2014-01-09-13102087-7
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
Verified Date: 02/10/2014
Date Tested: 02/06/2014
Submitted By Organization: SCST, LLC
Organization Address: 6280 Riverdale Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92120
Organization Email: dhicks@scst.com
Organization Phone: (619) 528-4716
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Cross sectional area of cylinder 1 no data
Cross sectional area of cylinder 2 no data
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 4990 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Maximum load on cylinder 1 141180 lb
Maximum load on cylinder 2 140710 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 2
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 no data
Age of specimen 28 days