Summary for Test 2026-08-28-38-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 1001248 DEA: 120K93U4 EFIS: 1224000084 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-57,91-13.9/16.1,4.8/6.6 |
| Award Date | 10/20/2025 |
| Closeout Date | Not set |
| Work Description | CONST BRIDGES, RW, SW, PAVEMENT, DRAINAGE AND ELECTRICAL SYSTEMS. |
| Location Description | ANAHEIM AND PLACENTIA ON ROUTE 57 FROM WAGNER AVENUE OVERCROSSING TO 0.2 MILE NORTH OF MIRALOMA AVENUE OVERCROSSING AND ON ROUTE 91 FROM 0.1 MILE EAST OF ACACIA STREET UNDERCROSSING TO 0.2 MILE EAST OF LA PALMA AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 06/16/2025) |
Sample Information
| Sample Taken Date | 08/28/2026 | Sample Unique Key | 38 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/11/2026 | Sample type | Quality Assurance |
| A brief description of the sample | set of three 4x8 cylinders | The quantity of what the sample constitutes | 18 CY |
| 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 | Pinnacle Prestress, Inc. | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | 3943705 |
Material Information
| Material Type | Precast Concrete | The concrete mix design number | SCC-NFC-9.84-FC8K REV 060425A |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 688 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Concrete Sample from Wheelbarrow | Where the material sample would have been placed if not sampled | Trapezoidal Girder G-07 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2026-08-28-38
DIME Test ID: 2026-08-28-38-1
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: 2026-09-25
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 09/25/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1: 5.1 lb
Average diameter of cylinder 1: 3.99 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 92680 lb
Maximum load on cylinder 2: 96090 lb
Maximum load on cylinder 3: 95640 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 4
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: 12.5 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: 7410.0 psi
Compressive strength of cylinder 2: 7640.0 psi
Compressive strength of cylinder 3: 7610 psi
Compressive strength (to nearest 10 psi): 7550 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/25/2026 ✔