Summary for Test 2025-06-11-112-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 1000272 DEA: 100V4804 EFIS: 1013000264 |
|---|---|
| DIST-CO-RTE-PM | 10-CAL-26-21.8/30.3 |
| Award Date | 09/09/2024 |
| Closeout Date | Not set |
| Work Description | SLOPE STABILIZATION AND CONSTRUCT RETAINING WALL. |
| Location Description | CALAVERAS COUNTY NEAR MOKELUMNE HILL AT VARIOUS LOCATIONS FROM 3.6 MILES EAST OF ROUTE 49 TO 0.9 MILE WEST OF WOODHOUSE MINE ROAD |
| QA Service Level | 1 (Verified on 04/15/2024) |
Sample Information
| Sample Taken Date | 06/11/2025 | Sample Unique Key | 112 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 06/11/2025 |
| Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Sayed | Last name of sampler or witnessed by | Banouri |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | IA5OPN | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | 711 Materials - San Andreas | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Wall 3 Piles 32,34 | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 800882A |
|---|---|---|---|
| The truck number from where the sample was collected | 84017 | The batch plant ticket number from where the sample was collected | 927834 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Chute | 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: 2025-06-11-112
DIME Test ID: 2025-06-11-112-1
Testing Lab: Viking Construction Company, Incorporated - Rancho Cordova
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-08-19
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Destiny Burrows
Date of test: 07/02/2025
Capped in accordance with?: ASTM C39 - Ground End
Apparent mass of submerged cylinder 1: 28 lb
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 130499 lb
Maximum load on cylinder 2: 123611 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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
Age of specimen: 28 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
Compressive strength (to nearest 10 psi): 4500 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/19/2025 ✔