Summary for Test 2026-06-04-134-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 994418 DEA: 040J5504 EFIS: 0414000012 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-84-17.2/17.2 |
| Award Date | 02/03/2026 |
| Closeout Date | Not set |
| Work Description | REPLACE BRIDGE, WIDEN ROADWAY, & CONSTRUCT SIDEWALKS. |
| Location Description | ALAMEDA COUNTY AT SUNOL FROM SILVER SPRING ROAD UNDERPASS TO PLEASANTON SUNOL ROAD |
| QA Service Level | 1 (Verified on 12/01/2022) |
Sample Information
| Sample Taken Date | 06/04/2026 | Sample Unique Key | 134 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 06/08/2026 |
| Sample type | Quality Assurance | A brief description of the sample | PCC with Addmixture |
| The quantity of what the sample constitutes | 24.0 yrd^3 | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Tamim | Last name of sampler or witnessed by | Nasimi |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Kie-Con Antioch | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3938242 |
Material Information
| Material Type | Precast Concrete | The concrete mix design number | KMS-9025S05C |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 127560 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | TuckerBilt | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2026-06-04-134
DIME Test ID: 2026-06-04-134-1
Testing Lab: CT HQ - Vallejo Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2026-07-02
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Daniel Arreola
Date of test: 07/02/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1: 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: 118610 lb
Maximum load on cylinder 2: 103985 lb
Maximum load on cylinder 3: 77795 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: 0 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: 9440.0 psi
Compressive strength of cylinder 2: 8270.0 psi
Compressive strength of cylinder 3: 6190 psi
Compressive strength (to nearest 10 psi): 7970 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): Design 4 kips
Test was verified on 7/2/2026 ✔