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 # 04444444 Cty ALA Rte PM

Vendor #

	REPORT OF LABORATORY TESTING
Resident Engineer:	Unknown	Date Reported:	11/13/2023
Address:		TL Number:
City:
Project Name: General work
Prime Contractor:
Sample Taken Date:	09/15/2023	Mix Design:	Purdue
Contractor: Unknown		Location:
Structure unique identifier:
Structure name:
Location of Pour:

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 C39 - Ground End

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	20612	1632.0	1
2	4.01	12.63	22656	1793.8	1
3	4.00	12.57	23597	1877.2	1

DIME Test ID: 2023-09-15-15-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 1770
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 1 day
Certified By: Spencer Adams

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

Capped in accordance with ASTM C39 - Ground End

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	36923	2937.4	1
2	4.01	12.63	41789	3308.7	1
3	4.00	12.57	42326	3367.2	1

DIME Test ID: 2023-09-15-15-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3200
Comment on any defect in either specimen or caps (Max 250 Characters):
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	4.00	12.57	54451	4333.0	1
2	4.00	12.57	56027	4459.0	1
3	4.00	12.57	51806	4123	1

DIME Test ID: 2023-09-15-15-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4310
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	4.00	12.57	59180	4709.0	4
2	4.01	12.63	57540	4556.0	1
3	4.00	12.57	59054	4699	1

DIME Test ID: 2023-09-15-15-4
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4650
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 - Sulfur Mortar Cap

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	63036	4991.0	1
2	4.01	12.63	68683	5438.1	1
3	4.00	12.57	65784	5233.4	1

DIME Test ID: 2023-09-15-15-5
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5220
Comment on any defect in either specimen or caps (Max 250 Characters):
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	4.02	12.69	64472	5080.0	4
2	4.02	12.69	74523	5872.0	1
3	4.02	12.69	68045	5361	4

DIME Test ID: 2023-09-15-15-6
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5440
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	4.02	12.69	76009	5989.0	1
2	4.02	12.69	73515	5792.0	1
3	4.01	12.63	74746	5918	1

DIME Test ID: 2023-09-15-15-7
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5900
Age of specimen: 59 days
Certified By: Spencer Adams

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

Capped in accordance with ASTM C39 - Ground End

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	47724	3778.6	1
2	4.01	12.63	49966	3956.0	1
3	4.01	12.63	45644	3613.9	1

DIME Test ID: 2023-09-15-15-8
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3780
Comment on any defect in either specimen or caps (Max 250 Characters):
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	4.01	12.63	67346	5333.0	1
2	4.01	12.63	68966	5461.0	1
3	4.01	12.63	66790	5288	1

DIME Test ID: 2023-09-15-15-9
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5360
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	56956	4510.0	1
2	4.02	12.69	67117	5288.0	1
3	4.00	12.57	60418	4808	1

DIME Test ID: 2023-09-15-15-10
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4870
Age of specimen: 42 days
Certified By: Spencer Adams

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

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	54451	4333.0	1
2	4.00	12.57	56027	4459.0	1
3	4.00	12.57	51806	4123	1

DIME Test ID: 2023-09-15-15-11
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4310
Comment on any defect in either specimen or caps (Max 250 Characters):
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 C39 - Ground End

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	4.10	13.2	65710	4978.0	1
2	4.10	13.2	60019	4546.9	1
3	4.10	13.2	45303	3432	1

DIME Test ID: 2023-09-15-15-12
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4320
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 28 days
Certified By: Spencer Adams

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

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	67346	5333.0	1
2	4.01	12.63	68966	5461.0	1
3	4.01	12.63	66790	5288	1

DIME Test ID: 2023-09-15-15-13
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5360
Comment on any defect in either specimen or caps (Max 250 Characters):
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 C39 - Ground End

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	4.10	13.2	65710	4679.3	1
2	4.10	13.2	60019	4365.0	1
3	4.10	13.2	45303	3294.8	1

DIME Test ID: 2023-09-15-15-14
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4110
Comment on any defect in either specimen or caps (Max 250 Characters):
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 C39 - Ground End

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	4.10	13.2	65710	4679.3	1
2	4.10	13.2	60019	4365.0	1
3	4.10	13.2	45303	3294.8	1

DIME Test ID: 2023-09-15-15-15
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4110
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 28 days
Certified By: Spencer Adams

Summary of Items Observed and Conversations:

Test ID: 2023-09-15-15-1: Lab Cured - Purdue Research
Test ID: 2023-09-15-15-2: Lab Cure - Purdue Research
Test ID: 2023-09-15-15-5: Lab Cure - Purdue Research
Test ID: 2023-09-15-15-8: Lab Cured - Purdue Research
Test ID: 2023-09-15-15-11: Field Cured - Purdue Research
Test ID: 2023-09-15-15-12: Concrete Cores - Purdue Research
Test ID: 2023-09-15-15-13: Field Cured - Purdue Research
Test ID: 2023-09-15-15-14: Purdue - 28 Day Concrete Cores
Test ID: 2023-09-15-15-15: Concrete Cores - Purdue Research

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