Summary for Test 2026-08-20-77-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 1001669 DEA: 09379004 EFIS: 0919000004 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-R65.0/76.0 |
| Award Date | 12/24/2025 |
| Closeout Date | Not set |
| Work Description | FULL DEPTH RECYCLING, COLD PLANE, HMA AND CURB RAMPS. |
| Location Description | INYO COUNTY AT AND NEAR INDEPENDENCE FROM 3 MILES SOUTH OF MANZANAR REWARD ROAD TO 0.3 MILE NORTH OF SHABBELL LANE |
| QA Service Level | 1 (Verified on 10/13/2025) |
Sample Information
| Sample Taken Date | 08/20/2026 | Sample Unique Key | 77 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/21/2026 | Sample type | Acceptance |
| A brief description of the sample | 6.28 Sk / 1" Concrete Mix | The quantity of what the sample constitutes | 9.5 Cubic Yards |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jeff |
| Last name of sampler or witnessed by | Puente | Title of sampler | QA |
| Telephone number of sampler | Laboratory sample identification | Concrete 01 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | 7-11 Materials Bishop | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 628225A6 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 982142 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Drilled Pile Foundations - Pedestrian | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2026-08-20-77
DIME Test ID: 2026-08-20-77-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2026-09-22
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: 09/18/2026
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Apparent mass of submerged cylinder 1: 4 lb
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 in
Maximum load on cylinder 1: 105690 lb
Maximum load on cylinder 2: 103840 lb
Maximum load on cylinder 3: 104500 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: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 29 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Compressive strength of cylinder 1: 3740.0 psi
Compressive strength of cylinder 2: 3670.0 psi
Compressive strength of cylinder 3: 3700 psi
Compressive strength (to nearest 10 psi): 3700 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): PED Light Poles at Post Office
Test was verified on 9/22/2026 ✔