Summary for Test 2023-10-18-23-2
Test performed: ASTM C39-18Project Information
Project Identifiers | Project ID: 994330 DEA: 09366404 EFIS: 0916000006 |
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DIST-CO-RTE-PM | 09-MNO-395-58.2/60.4 |
Award Date | Not set |
Closeout Date | Not set |
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 |
QA Service Level | 1 (Verified on 07/31/2023) |
Sample Information
Sample Taken Date | 10/18/2023 | Sample Unique Key | 23 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 10/19/2023 |
Sample type | Department Acceptance | A brief description of the sample | 3600 Psi / 7-11 Mix |
The quantity of what the sample constitutes | 16 Cubic Yards | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jeffery | Last name of sampler or witnessed by | Puente |
Title of sampler | QA | Telephone number of sampler | 6614400636 |
Laboratory sample identification | Conc-05 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | 7-11 Materials | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | 750416A6 |
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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 Details
DIME Sample ID: 2023-10-18-23
DIME Test ID: 2023-10-18-23-2
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-11-16
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 11/15/2023
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
Maximum load on cylinder 1: 54170 lb
Maximum load on cylinder 2: 52500 lb
Maximum load on cylinder 3: 53765 lb
Type of fracture pattern of cylinder 1: 1
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: 28 days
Age of specimen in hours: 0 hours
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 of cylinder 1: 4309.5 psi
Compressive strength of cylinder 2: 4176.6 psi
Compressive strength of cylinder 3: 4277.2 psi
Compressive strength (to nearest 10 psi): 4250 psi
General comments (publicly viewable) (Max 1000 characters): PCC-05
Test was verified on 11/16/2023 ✔