Project Information

Project ID: 994330 DEA: 09366404 EFIS: 0916000006 QA Service Level: 1

DIST-CO-RTE-PM: 09-MNO-395-58.2/60.4

Work Description: HOT MIX ASPHALT (TYPE A), IMPORTED BORROW, AND ROADWAY EXCAVATION.

Location Description: MONO COUNTY ABOUT 6 MILES NORTH OF LEE VINING FROM ROUTE 167 TO 0.4 MILE NORTH OF CONWAY RANCH ROAD

Contractor Name: GRANITE CONSTRUCTION COMPANY

Contractor Address: Unknown

Resident Engineer: David Carruba Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-10-18-23

TL Number from the TL Form:

Sample Submitted By Organization: CT D09 - Bishop Field Laboratory

Sample Organization Contact: (760) 872-5211

Type of Sample: Department Acceptance

Type of Material: Concrete

Sample Taken Date: 10/18/2023

Date that the sample was received by the laboratory/organization performing the testing: 10/19/2023

The quantity of what the sample constitutes: 16 Cubic Yards

A brief description of the sample: 3600 Psi / 7-11 Mix

From where was the sample collected: Job Site

Laboratory sample identification: Conc-05

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: 7-11 Materials

Material Information

The concrete mix design number: 750416A6

The truck number from where the sample was collected: 89393

The batch plant ticket number from where the sample was collected: 853439

Concrete batch plant:

The fabricator/manufacturer designation for the sample:

A detailed description of where the material sample was collected: DS-1 Headwall Outlet

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

From Lot No.:

Bag Lot No.:

Test Results

Test 1 of 2

DIME Test ID: 2023-10-18-23-1

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

Verified Date: 10/23/2023

Date Tested: 10/23/2023

Submitted By Organization: CT D09 - Bishop Field Laboratory

Organization Address: 500 South Main Street,

Organization City: Bishop

Organization State: CA

Organization Zipcode: 93514

Organization Email: chris.talbot@dot.ca.gov

Organization Phone: (760) 872-0794

General Comments for this Test: DS-1 Headwall Outlet

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	4.00 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	12.57 in^2
Cross sectional area of cylinder 3	12.57 in^2
Compressive strength (to nearest 10 psi)	3010 psi
Maximum load on cylinder 1	37490 lb
Maximum load on cylinder 2	37630 lb
Maximum load on cylinder 3	38440 lb
Compressive strength of cylinder 1	2982.5 psi
Type of fracture pattern of cylinder 1	1
Compressive strength of cylinder 2	2993.6 psi
Compressive strength of cylinder 3	3058.1 psi
Type of fracture pattern of cylinder 2	1
Type of fracture pattern of cylinder 3	1
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	5 days
Age of specimen in hours	0 hours

Test 2 of 2

DIME Test ID: 2023-10-18-23-2