Project Information

Project ID: 214135 DEA: 09213404 EFIS: 0900000030 QA Service Level: 1

DIST-CO-RTE-PM: 09-INY-395-29.9/41.8

Work Description: ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.

Location Description: INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE

Contractor Name: FISHER SAND & GRAVEL CO.

Contractor Address: 1302 W DRIVERS WAY, TEPE, AZ. 85284

Resident Engineer: Kris Raber Structure Rep.: Sheila Reyes

Sample Information

DIME Sample ID: 2023-10-06-42

TL Number from the TL Form:

Sample Submitted By Organization: CT D09 - Bishop Field Laboratory

Sample Organization Contact: (760) 872-5211

Type of Sample: Quality Assurance

Type of Material: Concrete

Sample Taken Date: 10/06/2023

Date that the sample was received by the laboratory/organization performing the testing: 10/06/2023

The quantity of what the sample constitutes: 40 CY

A brief description of the sample: ConAggs

From where was the sample collected: Source

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: 711 Materials Ridgecrest

Material Information

The concrete mix design number: 750216A6

The truck number from where the sample was collected:

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

Concrete batch plant:

The fabricator/manufacturer designation for the sample:

A detailed description of where the material sample was collected: DS 1354 NL Olancha Creek Inlet Headwall

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

From Lot No.:

Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2023-10-06-42-2

Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Verified Date: 11/03/2023

Date Tested: 11/03/2023

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: Emergency Project: 09-399404 Mix NO. 750216A6 Break 3 at 28 Days

Test Result Compliance:

Additional Comments When Verified:

Unit system used?	US Units
Number of specimens	3
Test performed	With no density determined
Capped in accordance with?	no data
Apparent mass of submerged cylinder 1	3.5 lb
Average diameter of cylinder 1	4.00 in
Average diameter of cylinder 2	4.00 in
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)	3920 psi
Maximum load on cylinder 1	49425 lb
Maximum load on cylinder 2	49775 lb
Maximum load on cylinder 3	48475 lb
Compressive strength of cylinder 1	3930.0 psi
Type of fracture pattern of cylinder 1	1
Compressive strength of cylinder 2	3960.0 psi
Compressive strength of cylinder 3	3860 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	no data0 days
Age of specimen in hours	no data0 hours
Serial number of delivery ticket, if available	no data

Tests Assigned to this Sample