Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000709 DEA: 041Y6904 EFIS: 0423000015
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA,ALA-92-14.4/18.8
Work Description: ALAMEDA & SAN MATEO HAYWARD TRESTLE REPAIR AND HIGH RISE PIER REPAIR.
Location Description: ALAMEDA AND SAN MATEO COUNTIES AT VARIOUS LOCATIONS FROM 7.0 MILES WEST OF TOLL PLAZA TO 0.2 MILE WEST OF TOLL PLAZA
Contractor Name: GOLDEN STATE BRIDGE
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Randy Miller Structure Rep.: Bettie Geng
DIME Sample ID: 2026-07-31-84
TL Number from the TL Form:
Sample Submitted By Organization: G3 Quality, Incorporated - Cerritos
Sample Organization Contact: (562) 321-9840
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 07/31/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/01/2026
The quantity of what the sample constitutes: 5
A brief description of the sample: 4x8 Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 08S905E8SI Set 1
Structure unique identifier:
Structure name: San Mateo Bridge, Girder Cap
The fabricator/manufacturer/facility name: Graniterock - Redwood City
The concrete mix design number: 08S905E8SI
The truck number from where the sample was collected: Load 1
The batch plant ticket number from where the sample was collected: 0
Concrete batch plant: Graniterock
The fabricator/manufacturer designation for the sample: Set 1
A detailed description of where the material sample was collected: San Mateo Bridge
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-07-31-84-1
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 10/08/2026
Date Tested: 07/31/2026
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2026-07-31-84-2
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 10/08/2026
Date Tested: 07/31/2026
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit weight of the concrete
|
144 lb/ft^3
|
|
Cement content
|
no data0 lb/yd^3
|
DIME Test ID: 2026-07-31-84-3
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 10/08/2026
Date Tested: 07/31/2026
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2026-07-31-84-4
Test Method: CTM 556-January 2018: Method of Test for Slump of Fresh Portland Cement Concrete
Verified Date: 10/08/2026
Date Tested: 07/31/2026
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2026-07-31-84-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/08/2026
Date Tested: 08/07/2026
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
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 C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Compressive strength of cylinder (to nearest 10 psi)
|
4560 psi
|
|
Maximum load on cylinder 1
|
57320 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
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
|
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2026-07-31-84-6
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/08/2026
Date Tested: 08/28/2026
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
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
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6440 psi
|
|
Maximum load on cylinder 1
|
82460 lb
|
|
Maximum load on cylinder 2
|
81640 lb
|
|
Maximum load on cylinder 3
|
78630 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
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
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
