Summary for Test 2025-04-30-68-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 1001302 DEA: 041X3604 EFIS: 0424000316 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-37-9.8/9.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Director's order using emergency limited Bid (ELB)- Replace/Improve existing fences and gates with security metal gates and masonry walls or security metal fences |
| Location Description | 3 Locations -Vallejo Maintenace yard, 1700 Lewies Brown drive Vallejo -Fairfield Maintenance station 2019 west Texas street -Dixion Maintenace station 8628 Sparling Lane in Dixion |
| QA Service Level | 1 (Verified on 08/14/2025) |
Sample Information
| Sample Taken Date | 04/30/2025 | Sample Unique Key | 68 |
|---|---|---|---|
| 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 | 06/04/2025 |
| Sample type | Quality Assurance | A brief description of the sample | CIDH pile |
| The quantity of what the sample constitutes | 5 cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Quang | Last name of sampler or witnessed by | Tran |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Construction Company | 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 | TBD |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | TBD | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | CHUTE FROM 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: 2025-04-30-68
DIME Test ID: 2025-04-30-68-1
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: 2025-06-12
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: MGomez
Date of test: 06/10/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar 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: 71220 lb
Maximum load on cylinder 2: 70040 lb
Maximum load on cylinder 3: 69870 lb
Type of fracture pattern of cylinder 1: 3
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: 45 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: 5670.0 psi
Compressive strength of cylinder 2: 5570.0 psi
Compressive strength of cylinder 3: 5560 psi
Compressive strength (to nearest 10 psi): 5600 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/12/2025 ✔