Summary for Test 2019-10-19-7-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 213746 DEA: 080Q75U4 EFIS: 0817000114 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2 |
| Award Date | 04/18/2019 |
| Closeout Date | 06/28/2022 |
| Work Description | REPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 06/17/2019) |
Sample Information
| Sample Taken Date | 10/19/2019 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 10/21/2019 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Ivan | Last name of sampler or witnessed by | Lopez |
| Title of sampler | RMA Field test | Telephone number of sampler | |
| Laboratory sample identification | 999-19D | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Short Load Concrete | Transportation Laboratory (TL) Number | 19D |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | WBFREEWAY LANE 2 AT MARKET |
Material Information
| Material Type | Concrete | The concrete mix design number | CMAX 30 RAM |
|---|---|---|---|
| The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | 4700 LF |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | JEMCI |
| A detailed description of where the material sample was collected | SET 4 | Where the material sample would have been placed if not sampled | WBFREEWAY LANE 2 AT MARKET |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2019-10-19-7
DIME Test ID: 2019-10-19-7-1
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: 2019-11-07
Test Results
Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: FO
Date of test: 10/26/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Average diameter of cylinder 3: 6.01 in
Average diameter of cylinder 4: 6.01 in
Average diameter of cylinder 5: 6.01 in
Average diameter of cylinder 6: 6.01 in
Maximum load on cylinder 1: 29370 lb
Maximum load on cylinder 2: 27990 lb
Maximum load on cylinder 3: 29040 lb
Maximum load on cylinder 4: 29640 lb
Maximum load on cylinder 5: 29580 lb
Maximum load on cylinder 6: 27550 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 2
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: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Cross sectional area of cylinder 3: 28.37 in^2
Cross sectional area of cylinder 4: 28.37 in^2
Cross sectional area of cylinder 5: 28.37 in^2
Cross sectional area of cylinder 6: 28.37 in^2
Compressive strength of cylinder 1: 1035.2 psi
Compressive strength of cylinder 2: 986.6 psi
Compressive strength of cylinder 3: 1023.6 psi
Compressive strength of cylinder 4: 1044.8 psi
Compressive strength of cylinder 5: 1042.7 psi
Compressive strength of cylinder 6: 971.1 psi
Compressive strength (to nearest 10 psi): 1020 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/7/2019 ✔