Project Information

Project ID: 215348 DEA: 060U4204 EFIS: 0616000004 QA Service Level: 1

DIST-CO-RTE-PM: 06-FRE-99-R4.9/11.6

Work Description: CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION.

Location Description: FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING

Contractor Name: SECURITY PAVING COMPANY, INC.

Contractor Address: 3075 Townsgate Rd. Suite 200, Westlake Village CA 91361

Resident Engineer: Chris Wilfong Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-02-14-33

TL Number from the TL Form:

Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory

Sample Organization Contact: (559) 341-3953

Type of Sample: Department Acceptance

Type of Material: Concrete

Sample Taken Date: 02/14/2023

Date that the sample was received by the laboratory/organization performing the testing: 02/15/2023

The quantity of what the sample constitutes: 300 cy

A brief description of the sample: 4x8 concrete cylinders

From where was the sample collected: Job Site

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Security Paving batch plant

Material Information

The concrete mix design number: G3-22-BAR-31

The truck number from where the sample was collected:

The batch plant ticket number from where the sample was collected: 272815

Concrete batch plant:

The fabricator/manufacturer designation for the sample:

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

Where the material sample would have been placed if not sampled: type 60M Barrier

From Lot No.:

Bag Lot No.:

Test Results

Test 1 of 2

DIME Test ID: 2023-02-14-33-1

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

Verified Date: 02/21/2023

Date Tested: 02/21/2023

Submitted By Organization: CT D06 - Millbrook Field Laboratory

Organization Address: 1352 W. Olive Ave,

Organization City: Fresno

Organization State: CA

Organization Zipcode: 93728

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

Organization Phone: (559) 417-5341

General Comments for this Test:

Test Result Compliance:

Additional Comments When Verified:

Unit system used?	US Units
Number of specimens	3
Test performed	With no density determined
Average diameter of cylinder 1	4.00 in
Average diameter of cylinder 2	4.01 in
Capped in accordance with?	ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3	4.00 in
Cross sectional area of cylinder 1	12.57 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)	3560 psi
Maximum load on cylinder 1	43540 lb
Maximum load on cylinder 2	46340 lb
Maximum load on cylinder 3	44630 lb
Compressive strength of cylinder 1	3463.8 psi
Type of fracture pattern of cylinder 1	3
Compressive strength of cylinder 2	3669.0 psi
Compressive strength of cylinder 3	3550.5 psi
Type of fracture pattern of cylinder 2	3
Type of fracture pattern of cylinder 3	3
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	7 days
Age of specimen in hours	no data0 hours

Test 2 of 2

DIME Test ID: 2023-02-14-33-2