Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214029 DEA: 07301104 EFIS: 0714000009
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60,710-710-R2.8/11.8, 24.1/25.1
Work Description: Roadway ex, place jointed plain concrete pavement & concrete barrieres
Location Description: In Los Angeles County at avocado Heights on Route 60 from 0.5 Mile west of Route 60/710 Separation to Route 60/605 Separation AND on Route 710 from 0.5 miles south of Route 710/60 Separation to 0.5 mile north of Route 710/60 Separation.
Contractor Name: GUY F. ATKINSON CONSTRUCTION, LLC
Contractor Address: 18201 Von Karman Ave #800, Irvine, CA 92612
Resident Engineer: Sepand Minovi Structure Rep.: Rick Jensen
DIME Sample ID: 2019-09-04-7
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Sample Organization Contact: (916) 227-7071
Type of Sample: Verification
Type of Material: Cementitious
Sample Taken Date: 09/04/2019
Date that the sample was received by the laboratory/organization performing the testing: 09/06/2019
The quantity of what the sample constitutes: 15 lbs
A brief description of the sample: Type III Cement
From where was the sample collected: Job Site
Laboratory sample identification: CM194902
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown
DIME Test ID: 2019-09-04-7-2
Test Method: ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Verified Date: 10/08/2019
Date Tested: 09/12/2019
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
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Age of specimen
|
3 days
|
The amount of flow
|
108 %
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The amount of water used
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42.7 %
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Compressive strength of 1st specimen
|
4788 psi
|
Compressive strength of 2nd specimen
|
4899 psi
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Compressive strength of 3rd specimen
|
5006 psi
|
Average Compressive strength (to nearest 10 psi)
|
4900 psi
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DIME Test ID: 2019-09-04-7-3
Test Method: ASTM C1038-14b: Standard Test Method for Expansion of Hydraulic Cement Mortar Bars Stored in Water (Cement Mortar Bars)
Verified Date: 10/08/2019
Date Tested: 09/23/2019
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Specimen A Initial measurement at 24 hours
|
0.2963 in
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Specimen B Initial measurement at 24 hours
|
0.2814 in
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Specimen C Initial measurement at 24 hours
|
0.329 in
|
Specimen D Initial measurement at 24 hours
|
0.278 in
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Specimen A Final measurement at 14 days
|
0.2968 in
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Specimen B Final measurement at 14 days
|
0.2819 in
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Specimen C Final measurement at 14 days
|
0.3294 in
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Specimen D Final measurement at 14 days
|
0.2785 in
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The average length of change of the four specimens
|
0.005 %
|
DIME Test ID: 2019-09-04-7-4
Test Method: CTM 527-February 2014: Method of Test for Expansion in Water and Contraction in Air of Portland Cement Mortar
Verified Date: 10/08/2019
Date Tested: 10/06/2019
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
Average change in length in water
|
0.01 %
|
Average change in length in air
|
0.11 %
|
DIME Test ID: 2019-09-04-7-5
Test Method: CTM 553-1: Method for Testing Thermal Stability of Mortar Made with Hydraulic Cement
Verified Date: 10/08/2019
Date Tested: 09/12/2019
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Cross-sectional area of the specimen
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4 in^2
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Age at the time of test
|
72 hours
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Maximum load at failure of specimen 1, 23 ± 1.7°C for 48h
|
3294 lbs
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Maximum load at failure of specimen 2, 23 ± 1.7°C for 48h
|
3464 lbs
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Maximum load at failure of specimen 3, 23 ± 1.7°C for 48h
|
3361 lbs
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Average of test specimens broken to nearest 50 kPa, 23 ± 1.7°C for 48h
|
5800 kPa
|
Maximum load at failure of specimen 1, 50 ± 1°C for 48h
|
4058 lbs
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Maximum load at failure of specimen 2, 50 ± 1°C for 48h
|
3968 lbs
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Maximum load at failure of specimen 3, 50 ± 1°C for 48h
|
4325 lbs
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Average of test specimens broken to nearest 50 kPa, 50 ± 1°C for 48h
|
7100 kPa
|
Thermal stability ratio
|
122
|