Project Information

Project ID: 215425 DEA: 06360244 EFIS: 0613000005 QA Service Level: 1

DIST-CO-RTE-PM: 06-TUL-99-30.6/35.2

Work Description: Widen Freeway & Bridge Construction (Concrete Bridge)

Location Description:

Contractor Name: SECURITY PAVING COMPANY, INC.

Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342

Resident Engineer: Javier Huerta Structure Rep.: Ramandeep Guraya

Sample Information

DIME Sample ID: 2023-04-13-23

TL Number from the TL Form:

Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory

Sample Organization Contact: (559) 417-5341

Type of Sample: Department Acceptance

Type of Material: Concrete

Sample Taken Date: 04/13/2023

Date that the sample was received by the laboratory/organization performing the testing: 04/14/2023

The quantity of what the sample constitutes: 300 cy

A brief description of the sample: structural concrete

From where was the sample collected: Job Site

Laboratory sample identification:

Structure unique identifier:

Structure name: Deck North

The fabricator/manufacturer/facility name: Unknown

Material Information

The concrete mix design number: 85Q41SOP

The truck number from where the sample was collected:

The batch plant ticket number from where the sample was collected: 125096

Concrete batch plant:

The fabricator/manufacturer designation for the sample:

A detailed description of where the material sample was collected: Discharge from concrete truck into wheelbarrow.

Where the material sample would have been placed if not sampled: Bridge deck North

From Lot No.:

Bag Lot No.:

Test Results

Test 1 of 2

DIME Test ID: 2023-04-13-23-1

Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Verified Date: 04/17/2023

Date Tested: 04/17/2023

Submitted By Organization: CT D06 - Millbrook Field Laboratory

Organization Address: 3240 North Millbrook Avenue,

Organization City: Fresno

Organization State: CA

Organization Zipcode: 93726

Organization Email: tomas.silva@dot.ca.gov

Organization Phone: (559) 417-5341

General Comments for this Test:

Test Result Compliance: complies

Additional Comments When Verified:

Unit system used?	US Units
Number of specimens	3
Test performed	With no density determined
Average diameter of cylinder 1	4.02 in
Average diameter of cylinder 2	4.01 in
Capped in accordance with?	ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 3	4.00 in
Cross sectional area of cylinder 1	12.69 in^2
Cross sectional area of cylinder 2	12.63 in^2
Cross sectional area of cylinder 3	12.57 in^2
Compressive strength (to nearest 10 psi)	4020 psi
Maximum load on cylinder 1	50870 lb
Maximum load on cylinder 2	51070 lb
Maximum load on cylinder 3	50430 lb
Compressive strength of cylinder 1	4008.7 psi
Type of fracture pattern of cylinder 1	2
Compressive strength of cylinder 2	4043.5 psi
Compressive strength of cylinder 3	4011.9 psi
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	4 days
Age of specimen in hours	0 hours

Test 2 of 2

DIME Test ID: 2023-04-13-23-2