Summary for Test 2023-06-21-101-8
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 993446 DEA: 120J34U4 EFIS: 1218000034 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-55,55-29.6,R6.4/10.3 |
| Award Date | 05/27/2022 |
| Closeout Date | Not set |
| Work Description | CONSTR BRIDGES, RW, SW, JPCP, HMA PVMT, DRAINAGE AND ELECT SYSTEMS. |
| Location Description | ORANGE COUNTY IN IRVINE, SANTA ANA, AND TUSTIN ON ROUTE 5 AT NEWPORT AVENUE UNDERCROSSING AND ON ROUTE 55 FROM 0.4 MILE NORTH OF ROUTE 55/405 SEPARATION TO 0.1 MILE SOUTH OF ROUTE 5/55 SEPARATION |
| QA Service Level | 1 (Verified on 06/24/2022) |
Sample Information
| Sample Taken Date | 06/21/2023 | Sample Unique Key | 101 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/21/2023 | Sample type | Quality Control |
| A brief description of the sample | Type T-II/V Cement | The quantity of what the sample constitutes | 13 |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Benjamin |
| Last name of sampler or witnessed by | Aragon | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Con-Fab California, LLC Shafter | |
| 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 | SCC-S8.5-0FG |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 3588 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Sampled from wheelbarrow collected from chute of ready mix truck | 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: 2023-06-21-101
DIME Test ID: 2023-06-21-101-8
Testing Lab: Con-Fab California Corporation - Shafter
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2026-03-23
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Adrian Estrada
Date of test: 07/19/2023
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1: 8.9 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: 140407 lb
Maximum load on cylinder 2: 140408 lb
Maximum load on cylinder 3: 141664 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
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: 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 (to nearest 10 psi): 11200 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/23/2026 ✔