Summary for Test 2023-06-09-16-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 993815 DEA: 081C0814 EFIS: 0816000086 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-R60.7/R74.3 |
| Award Date | 03/28/2022 |
| Closeout Date | Not set |
| Work Description | I-10 PAVEMENT REHABILITATION (SEGMENT 1) PROJECT |
| Location Description | Coachella |
| QA Service Level | 1 (Verified on 05/03/2022) |
Sample Information
| Sample Taken Date | 06/09/2023 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 06/10/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
| The quantity of what the sample constitutes | 8 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Mark | Last name of sampler or witnessed by | Jardiolin |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | 1051-1A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hi Grade Materials Indio | Transportation Laboratory (TL) Number | 1A |
| 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 | CT590F25 |
|---|---|---|---|
| The truck number from where the sample was collected | 282 | The batch plant ticket number from where the sample was collected | 818166 |
| Concrete batch plant | Hi Grade Materials Indio | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | DS58 Culvert Walls, Roof, Parapet | 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: 2023-06-09-16
DIME Test ID: 2023-06-09-16-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-07-13
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 07/07/2023
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.03 in
Maximum load on cylinder 1: 62910 lb
Maximum load on cylinder 2: 59440 lb
Maximum load on cylinder 3: 60130 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1.00
Age of specimen: 28 days
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.76 in^2
Compressive strength of cylinder 1: 4957.4 psi
Compressive strength of cylinder 2: 4728.7 psi
Compressive strength of cylinder 3: 4712.4 psi
Compressive strength (to nearest 10 psi): 4800 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/13/2023 ✔