STATE OF CALIFORNIA - CALIFORNIA STATE TRANSPORTATION AGENCY

Gavin Newsom, Governor

DEPARTMENT OF TRANSPORTATION

DIVISION OF ENGINEERING SERVICES

MATERIALS ENGINEERING AND TESTING SERVICES

Concrete Materials Testing Branch

5900 Folsom Blvd.

Sacramento, CA 95819

916-227-7205

Contract # 042K8404 Cty SOL Rte 29 PM 0.0,0.8/1.6

Vendor #

	REPORT OF LABORATORY TESTING
Resident Engineer:	Noel Aquino	Date Reported:	05/12/2023
Address:		TL Number:
City:
Project Name: HMA, STRUCTURAL CONCRETE, CIDH PILING AND REBAR.
Prime Contractor: OC Jones & Sons Inc
Sample Taken Date:	03/31/2023	Mix Design:	D101C5RS
Contractor: Unknown		Location: SOLANO COUNTY IN VALLEJO AT ROUTE 80/29 SEPARATION AND ON ROUTE 80 FROM 0.2 MILE NORTH OF CARQUINEZ BRIDGE TOLL PLAZA TO 0.3 MILE SOUTH OF MAGAZINE STREET OVERCROSSING
Structure unique identifier: 23-0259
Structure name: 80/29 Bridge Replacement Project
Location of Pour: stage 3 deck

The following testing has been tested in accordance with:

ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Capped in accordance with ASTM C617/CTM521

Specimen	Average diameter of cylinder (in)	Cross sectional area of cylinder (in^2)	Maximum load on cylinder (lb)	Compressive strength of cylinder (psi)	Type of fracture pattern of cylinder
1	4.01	12.63	43541	3448.0	1
2	4.01	12.63	44257	3504.0	1
3	4.01	12.63	44556	3528	1

DIME Test ID: 2023-03-31-12-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3490
Age of specimen: 7 days
Certified By: Spencer Adams

ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Capped in accordance with ASTM C617/CTM521

Specimen	Average diameter of cylinder (in)	Cross sectional area of cylinder (in^2)	Maximum load on cylinder (lb)	Compressive strength of cylinder (psi)	Type of fracture pattern of cylinder
1	4.02	12.69	43424	3421.0	1
2	4.02	12.69	49052	3865.0	1
3	4.02	12.69	53773	4237	1

DIME Test ID: 2023-03-31-12-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3840
Age of specimen: 10 days
Certified By: Spencer Adams

ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Capped in accordance with ASTM C617/CTM521

Specimen	Average diameter of cylinder (in)	Cross sectional area of cylinder (in^2)	Maximum load on cylinder (lb)	Compressive strength of cylinder (psi)	Type of fracture pattern of cylinder
1	4.01	12.63	60846	4818.0	1
2	4.02	12.69	59461	4685.0	1
3	4.01	12.63	59347	4699	1

DIME Test ID: 2023-03-31-12-4
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4730
Age of specimen: 14 days
Certified By: Spencer Adams

ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Capped in accordance with ASTM C617/CTM521

Specimen	Average diameter of cylinder (in)	Cross sectional area of cylinder (in^2)	Maximum load on cylinder (lb)	Compressive strength of cylinder (psi)	Type of fracture pattern of cylinder
1	4.01	12.63	71023	5624.0	1
2	4.01	12.63	70388	5573.0	1
3	4.04	12.82	71049	5542	1

DIME Test ID: 2023-03-31-12-5
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5580
Age of specimen: 21 days
Certified By: Spencer Adams

ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Capped in accordance with ASTM C617/CTM521

Specimen	Average diameter of cylinder (in)	Cross sectional area of cylinder (in^2)	Maximum load on cylinder (lb)	Compressive strength of cylinder (psi)	Type of fracture pattern of cylinder
1	4.01	12.63	84059	6656.0	1
2	4.02	12.69	86947	6850.0	1
3	4.01	12.63	83712	6628	1

DIME Test ID: 2023-03-31-12-6
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6710
Age of specimen: 42 days
Certified By: Spencer Adams

ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Capped in accordance with ASTM C617/CTM521

Specimen	Average diameter of cylinder (in)	Cross sectional area of cylinder (in^2)	Maximum load on cylinder (lb)	Compressive strength of cylinder (psi)	Type of fracture pattern of cylinder
1	4.01	12.63	72665	5754.0	1
2	4.01	12.63	71299	5646.0	1
3	4.02	12.69	79338	6251	1

DIME Test ID: 2023-03-31-12-7
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5880
Age of specimen: 28 days
Certified By: Spencer Adams

ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Capped in accordance with ASTM C617/CTM521

Specimen	Average diameter of cylinder (in)	Cross sectional area of cylinder (in^2)	Maximum load on cylinder (lb)	Compressive strength of cylinder (psi)	Type of fracture pattern of cylinder
1	4.01	12.63	17586	1392.0	1
2	4.02	12.69	15840	1248.0	1
3	4.02	12.69	18859	1486	1

DIME Test ID: 2023-03-31-12-8
Number of specimens: 3
Compressive strength (to nearest 10 psi): 1380
Age of specimen: 3 days
Certified By: Spencer Adams

ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Capped in accordance with ASTM C617/CTM521

Specimen	Average diameter of cylinder (in)	Cross sectional area of cylinder (in^2)	Maximum load on cylinder (lb)	Compressive strength of cylinder (psi)	Type of fracture pattern of cylinder
1	4.01	12.63	79968	6332.0	1
2	4.01	12.63	76828	6083.0	1
3	4.00	12.57	73497	5849	1

DIME Test ID: 2023-03-31-12-9
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6090
Age of specimen: 28 days
Certified By: Spencer Adams

Summary of Items Observed and Conversations:

Comments: This report is for the purpose of reporting test results.
Should you require recommendations concerning repairs or remedial efforts please contact the METS representative,
who represents the Materials Engineering and Testing Services for your project.


*Subject to final inspection by the Resident Engineer.

TL- Report of Laboratory Testing