Summary for Test 2025-05-07-95-1
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 | 05/07/2025 | Sample Unique Key | 95 |
|---|---|---|---|
| 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 | 05/13/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
| The quantity of what the sample constitutes | 6 cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Andrew | Last name of sampler or witnessed by | Lopez |
| Title of sampler | ASR | Telephone number of sampler | (530) 812-6239 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | 711 Materials - San Andreas | Transportation Laboratory (TL) Number | 115253 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 30-E0004 | |
| Structure name | Wall 2 | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 800886A6 |
|---|---|---|---|
| The truck number from where the sample was collected | 84057 | The batch plant ticket number from where the sample was collected | 921948 |
| 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 | Wall 2 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-05-07-95
DIME Test ID: 2025-05-07-95-1
Testing Lab: CT SC - 3665 - Shingle Springs
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-06-06
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 06/06/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1: 0 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
Maximum load on cylinder 1: 60320 lb
Maximum load on cylinder 2: 63550 lb
Maximum load on cylinder 3: 58340 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1.00
Age of specimen: 21 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: 4800.0 psi
Compressive strength of cylinder 2: 5060.0 psi
Compressive strength of cylinder 3: 4640 psi
Compressive strength (to nearest 10 psi): 4830 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): Lab Rounded Result: 4840 psi | Difference due to DIME rounding.
Test was verified on 6/6/2025 ✔