Summary for Test 2023-10-27-28-2
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 214135 DEA: 09213404 EFIS: 0900000030 |
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DIST-CO-RTE-PM | 09-INY-395-29.9/41.8 |
Award Date | 10/22/2021 |
Closeout Date | Not set |
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 |
QA Service Level | 1 (Verified on 05/03/2019) |
Sample Information
Sample Taken Date | 10/27/2023 | Sample Unique Key | 28 |
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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 | 11/03/2023 |
Sample type | Quality Assurance | A brief description of the sample | PCC Cylinders |
The quantity of what the sample constitutes | 12 CY | From where was the sample collected | Source |
First name of sampler or witnessed by | Thomas | Last name of sampler or witnessed by | Dorsey |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | 711 Materials Ridgecrest | 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 | 750216A6 |
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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 Details
DIME Sample ID: 2023-10-27-28
DIME Test ID: 2023-10-27-28-2
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-11-28
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: 11/27/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 51370 lb
Maximum load on cylinder 2: 52890 lb
Maximum load on cylinder 3: 50885 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: 31 days
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: 4086.7 psi
Compressive strength of cylinder 2: 4207.6 psi
Compressive strength of cylinder 3: 4048.1 psi
Compressive strength (to nearest 10 psi): 4110 psi
General comments (publicly viewable) (Max 1000 characters): Mix No. 750216A6,
DS 1714 SL Outlet Headwall
Break 3 @ 28
Test was verified on 11/28/2023 ✔