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 # 04264724 Cty MRN Rte 101 PM R20.8/27.1

Vendor #

	REPORT OF LABORATORY TESTING
Resident Engineer:	Fabio La Serna	Date Reported:	02/23/2024
Address:		TL Number:
City:
Project Name: CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Prime Contractor: GHILOTTI CONSTRUCTION CO. INC. (RILEY GENAZZI & JOSH SERAFINO)
Sample Taken Date:	01/12/2024	Mix Design:	DDJE12E3
Contractor: Unknown		Location: MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
Structure unique identifier:
Structure name: CIDH Wethole mix (Franklin Ave.)
Location of Pour: TRIAL BATCH

The following testing has been tested in accordance with:

ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete

Temperature
55

DIME Test ID: 2024-01-12-17-1
Certified By: Josh Velono

ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete

Slump
11

DIME Test ID: 2024-01-12-17-2
Certified By: Josh Velono

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	52764	4157.0	1
2	4.01	12.63	52752	4177.0	1
3	4.01	12.63	50728	4017	4

DIME Test ID: 2024-01-12-17-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4120
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	68310	5382.0	1
2	4.02	12.69	71148	5606.0	4
3	4.04	12.82	73431	5728	1

DIME Test ID: 2024-01-12-17-4
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5570
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	74442	5894.0	1
2	4.01	12.63	69850	5531.0	1
3	4.00	12.57	62765	4995	1

DIME Test ID: 2024-01-12-17-5
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5470
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	70353	5571.0	1
2	4.01	12.63	73855	5848.0	1
3	4.02	12.69	71491	5633	1

DIME Test ID: 2024-01-12-17-6
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5680
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	4.00	12.57	72705	5786.0	1
2	4.02	12.69	89352	7040.0	1
3	4.01	12.63	74401	5891	1

DIME Test ID: 2024-01-12-17-7
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6240
Age of specimen: 42 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