Summary for Test 2025-07-03-12-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 994310 DEA: 034F6504 EFIS: 0314000233 |
|---|---|
| DIST-CO-RTE-PM | 03-YOL-50,80-0.0/2.5,4.1/R11.4 |
| Award Date | 04/07/2023 |
| Closeout Date | Not set |
| Work Description | CRCP, HMA (TYPE A), RDWY EXC, CLASS 2 AB, FIBER OPTIC CABLE SYSTEMS. |
| Location Description | YOLO COUNTY IN AND NEAR WEST SACRAMENTO ON ROUTE 80 FROM 1.7 MILES EAST OF MACE BOULEVARD OVERCROSSING TO SACRAMENTO RIVER BRIDGE AND OVERHEAD (BRYTE BEND) AND ON ROUTE 50 FROM ROUTE 80 JUNCTION TO JEFFERSON BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/04/2022) |
Sample Information
| Sample Taken Date | 07/03/2025 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 07/07/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
| The quantity of what the sample constitutes | 9 concrete cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Clifford | Last name of sampler or witnessed by | Noble |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Cemex | Transportation Laboratory (TL) Number | 132747 |
| 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 | 1619686 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Unknown | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Transit 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: 2025-07-03-12
DIME Test ID: 2025-07-03-12-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-07-14
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: M. Gomez
Date of test: 07/14/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1: 0 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: 64490 lb
Maximum load on cylinder 2: 60730 lb
Maximum load on cylinder 3: 60920 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 1
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: 5130.0 psi
Compressive strength of cylinder 2: 4830.0 psi
Compressive strength of cylinder 3: 4850 psi
Compressive strength (to nearest 10 psi): 4940 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): Apparent mass of submerged cylinder not measured.
Test was verified on 7/14/2025 ✔