Summary for Test 2026-02-13-5-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 1000403 DEA: 120K91U4 EFIS: 1222000031 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-91-R9.2/R11.4 |
| Award Date | 01/03/2025 |
| Closeout Date | Not set |
| Work Description | CONST BRIDGES, RW, SW, PAVEMENT, DRAINAGE AND ELECTRICAL SYSTEMS. |
| Location Description | ORANGE COUNTY IN ANAHEIM FROM 0.9 MILE WEST TO 1.3 MILES EAST OF LAKEVIEW AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 08/19/2024) |
Sample Information
| Sample Taken Date | 02/13/2026 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 02/17/2026 |
| Sample type | Quality Assurance | A brief description of the sample | set of three 4x8 cylinders |
| The quantity of what the sample constitutes | 32.9 Cubic Yards | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Stephen | Last name of sampler or witnessed by | Haynes |
| Title of sampler | Quality Assurance Inspector | Telephone number of sampler | 5105931179 |
| 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 | 3903428 |
Material Information
| Material Type | Precast Concrete | The concrete mix design number | SCC-S9.8-FG |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 6920 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Concrete sample from wheelbarrow of 4th load of concrete | Where the material sample would have been placed if not sampled | Girder Mark L2.9 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2026-02-13-5
DIME Test ID: 2026-02-13-5-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2026-03-13
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Kulwinder Rai
Date of test: 03/13/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1: 5.4 lb
Average diameter of cylinder 1: 3.99 in
Average diameter of cylinder 2: 3.99 in
Average diameter of cylinder 3: 3.99 in
Maximum load on cylinder 1: 135060 lb
Maximum load on cylinder 2: 124380 lb
Maximum load on cylinder 3: 133110 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: 0 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.5 in^2
Cross sectional area of cylinder 2: 12.5 in^2
Cross sectional area of cylinder 3: 12.5 in^2
Compressive strength of cylinder 1: 10800.0 psi
Compressive strength of cylinder 2: 9950.0 psi
Compressive strength of cylinder 3: 10650 psi
Compressive strength (to nearest 10 psi): 10470 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): Min F'c @ 28day is 10 Kips
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-12K9104_20260213_28D_MG_METS | 250.18 KB | 03/13/2026 | 2026-02-13-5-1 | Info |
Test was verified on 3/13/2026 ✔