Summary for Test 2022-09-22-33-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 213707 DEA: 081C38U4 EFIS: 0817000196 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-6.7/R25.1 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Remove concrete pavement and base, and place HMA and JPCP |
| Location Description | ROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON. |
| QA Service Level | 1 (Verified on 01/09/2020) |
Sample Information
| Sample Taken Date | 09/22/2022 | Sample Unique Key | 33 |
|---|---|---|---|
| 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 | 09/26/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 |
| The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Fernando | Last name of sampler or witnessed by | Carranza |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 1012-922 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | coffman | Transportation Laboratory (TL) Number | 63 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | Not Provided |
|---|---|---|---|
| The truck number from where the sample was collected | 17 | The batch plant ticket number from where the sample was collected | 37 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | I10 STA 49950 WB | 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: 2022-09-22-33
DIME Test ID: 2022-09-22-33-1
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: 2022-09-30
Test Results
Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 09/29/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 5.99 in
Average diameter of cylinder 3: 5.98 in
Average diameter of cylinder 4: 5.99 in
Average diameter of cylinder 5: 5.99 in
Average diameter of cylinder 6: 5.99 in
Maximum load on cylinder 1: 16920 lb
Maximum load on cylinder 2: 17100 lb
Maximum load on cylinder 3: 16780 lb
Maximum load on cylinder 4: 16995 lb
Maximum load on cylinder 5: 17210 lb
Maximum load on cylinder 6: 16970 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 2
Type of fracture pattern of cylinder 4: 2
Type of fracture pattern of cylinder 5: 3
Type of fracture pattern of cylinder 6: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Correction factor for cylinder 4: 1
Correction factor for cylinder 5: 1
Correction factor for cylinder 6: 1
Age of specimen: 7 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Cross sectional area of cylinder 3: 28.09 in^2
Cross sectional area of cylinder 4: 28.18 in^2
Cross sectional area of cylinder 5: 28.18 in^2
Cross sectional area of cylinder 6: 28.18 in^2
Compressive strength of cylinder 1: 598.5 psi
Compressive strength of cylinder 2: 606.8 psi
Compressive strength of cylinder 3: 597.4 psi
Compressive strength of cylinder 4: 603.1 psi
Compressive strength of cylinder 5: 610.7 psi
Compressive strength of cylinder 6: 602.2 psi
Compressive strength (to nearest 10 psi): 600 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/30/2022 ✔