Summary for Test 2025-03-26-87-2
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 995125 DEA: 101E3004 EFIS: 1018000273 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-5-32.5/49.8 |
| Award Date | 01/12/2024 |
| Closeout Date | Not set |
| Work Description | REMOVE EXISTING PAVEMENT AND REPLACE WITH CONCRETE PAVEMENT. |
| Location Description | SAN JOAQUIN COUNTY IN AND NEAR STOCKTON FROM 0.2 MILE SOUTH OF HAMMER LANE UNDERCROSSING TO SACRAMENTO COUNTY LINE |
| QA Service Level | 1 (Verified on 09/26/2023) |
Sample Information
| Sample Taken Date | 03/26/2025 | Sample Unique Key | 87 |
|---|---|---|---|
| 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 | 03/27/2025 |
| Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Rafael | Last name of sampler or witnessed by | Duenas |
| Title of sampler | QC Technician | Telephone number of sampler | |
| Laboratory sample identification | Mix HE4X4BM Set 2 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vanguard Construction - Volumetric | 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 | HE4X4BM |
|---|---|---|---|
| The truck number from where the sample was collected | Load 12 | The batch plant ticket number from where the sample was collected | 0 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | Set 2 | |
| A detailed description of where the material sample was collected | S/B RTE 5, Lane 1 | 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: 2025-03-26-87
DIME Test ID: 2025-03-26-87-2
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-06-27
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Travis Van-Y
Date of test: 04/24/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 207260 lb
Maximum load on cylinder 2: 208340 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 2
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
Age of specimen: 28 days
Age of specimen in hours: 7 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 7350 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/27/2025 ✔