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Sample Record for 2020-09-02-3

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Project Information

Project ID: 214702 DEA: 030F2864 EFIS: 0320000123 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-7.92 / 8.4
Work Description: Remove and replace Consumnes River and Consumnes River Overflow bridge
Location Description: Sacramento County
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4001 Bradshaw Road, Sacramento, CA 95827
Resident Engineer: Masoud Saed Structure Rep.: Chau Ha

Sample Information

DIME Sample ID: 2020-09-02-3
TL Number from the TL Form:
Sample Submitted By Organization: Con-Fab California, LLC
Sample Organization Contact: (661) 630-7162
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 09/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/02/2020
The quantity of what the sample constitutes: 1 girder
A brief description of the sample: PCC 6"x12" test cylinder
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name: Cosumnes River Overflow Bridge
The fabricator/manufacturer/facility name: Con-Fab California, LLC

Material Information

The concrete mix design number: SCC-S98-10F
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 2419
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: back of truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2020-09-02-3-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231
Cured in accordance with ASTM C511
Verified Date: 09/17/2020
Date Tested: 09/03/2020
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
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 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Capped in accordance with? ASTM C1231
Compressive strength (to nearest 10 psi) 5550 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Maximum load on cylinder 1 153615 lb
Maximum load on cylinder 2 160280 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 1
Age of specimen 1 days

Test 2 of 3

DIME Test ID: 2020-09-02-3-2
Test Method: CTM TEMP1-16: Test Method for Monitoring Precast Concrete Curing Temperature (Curing temperature)
Verified Date: 10/07/2020
Date Tested: 09/02/2020
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Precast Maximum Curing Temperature 147 °F

Test 3 of 3

DIME Test ID: 2020-09-02-3-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231
Cured in accordance with ASTM C511
Verified Date: 10/07/2020
Date Tested: 09/29/2020
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Cross sectional area of cylinder 3 28.27 in^2
Capped in accordance with? ASTM C1231
Compressive strength (to nearest 10 psi) 8380 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Average diameter of cylinder 3 6.00 in
Maximum load on cylinder 1 240470 lb
Maximum load on cylinder 2 233925 lb
Maximum load on cylinder 3 236070 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 5
Type of fracture pattern of cylinder 3 5
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 1
Correction factor for cylinder 3 1
Age of specimen 27 days