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 # 030H08U4 Cty SAC Rte 50 PM L0.2/R6.1

Vendor #

	REPORT OF LABORATORY TESTING
Resident Engineer:	John Ruzic	Date Reported:	08/02/2024
Address:		TL Number:	293301
City:
Project Name: Sac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC
Prime Contractor: FLATIRON WEST INC
Sample Taken Date:	06/07/2024	Mix Design:	1615776
Contractor: Unknown		Location : FROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE
Structure unique identifier: 24-0228
Structure name: Elmhurst Viaduct Frame 3 Soffit / Girders
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

Cured in accordance with ASTM C511

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	54000	4275.5	1
2	3.99	12.5	46071	3685.7	1

DIME Test ID: 2024-06-07-34-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3980
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 4 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

Cured in accordance with ASTM C511

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	84404	6717.0	1
2	4.01	12.63	75369	5968.0	2
3	4.00	12.57	75435	6003	1

DIME Test ID: 2024-06-07-34-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6230
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

Cured in accordance with ASTM C511

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	69158	5503.0	1
2	4.01	12.63	79343	6282.0	1
3	3.99	12.5	70098	5606	1

DIME Test ID: 2024-06-07-34-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5800
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

Cured in accordance with ASTM C511

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	74582	5905.0	1
2	4.01	12.63	82692	6548.0	1
3	4.00	12.57	88793	7066	1

DIME Test ID: 2024-06-07-34-4
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6510
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

Cured in accordance with ASTM C511

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	79558	6299.0	1
2	4.02	12.69	71966	5670.0	1
3	4.02	12.69	89976	7089	1

DIME Test ID: 2024-06-07-34-5
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6350
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

Cured in accordance with ASTM C511

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	84503	6691.0	1
2	4.00	12.57	92800	7385.0	1
3	4.01	12.63	88668	7021	2

DIME Test ID: 2024-06-07-34-6
Number of specimens: 3
Compressive strength (to nearest 10 psi): 7030
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

Cured in accordance with ASTM C511

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	88048	7007.0	1
2	4.00	12.57	87927	6997.0	1
3	4.00	12.57	92822	7387	1

DIME Test ID: 2024-06-07-34-7
Number of specimens: 3
Compressive strength (to nearest 10 psi): 7130
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

Cured in accordance with ASTM C511

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	4.03	12.76	74921	5874.0	1
2	4.02	12.69	78099	6153.0	4
3	4.02	12.69	69289	5459	4

DIME Test ID: 2024-06-07-34-10
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5830
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

Cured in accordance with ASTM C511

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	85130	6774.0	1
2	3.99	12.5	91575	7324.0	1
3	4.00	12.57	87125	6933	1

DIME Test ID: 2024-06-07-34-8
Number of specimens: 3
Compressive strength (to nearest 10 psi): 7010
Age of specimen: 35 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

Cured in accordance with ASTM C511

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	104638	8285.0	1
2	4.02	12.69	90986	7169.0	1
3	4.00	12.57	109147	8686	1

DIME Test ID: 2024-06-07-34-9
Number of specimens: 3
Compressive strength (to nearest 10 psi): 8050
Age of specimen: 56 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

Cured in accordance with ASTM C511

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	67411	5364.0	1
2	4.00	12.57	66249	5272.0	1
3	4.00	12.57	59128	4705	4

DIME Test ID: 2024-06-07-34-11
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5110
Age of specimen: 56 days
Certified By: Spencer Adams

Summary of Items Observed and Conversations:

Test ID: 2024-06-07-34-1: Construction. Note: One cylinder broke while setting up in press. Average is based on two cylinders.

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