Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214843 DEA: 060X6704 EFIS: 0618000229
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-63,65,99,190,198-Var
Work Description: REPLACE BRIDGE DECK WITH POLYESTER CONCRETE OVERLAY & PLACE CONCRETE.
Location Description: TULARE COUNTY AT VARIOUS LOCATIONS
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 1792 Kaiser Ave., Irvine, CA 92614
Resident Engineer: Jake Garcia Structure Rep.: Unknown
DIME Sample ID: 2020-07-24-6
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: Preliminary
Type of Material: Cementitious
Sample Taken Date: 07/24/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/24/2020
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Rapid Setting Cement
From where was the sample collected: Job Site
Laboratory sample identification: CM204002
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CTS
DIME Test ID: 2020-07-24-6-2
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: 08/13/2020
Date Tested: 07/30/2020
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
|
Age of specimen
|
3 days
|
The amount of flow
|
105 %
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The amount of water used
|
44.0 %
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Compressive strength of 1st specimen
|
6554 psi
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Compressive strength of 2nd specimen
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6965 psi
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Compressive strength of 3rd specimen
|
6544 psi
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Average Compressive strength (to nearest 10 psi)
|
6690 psi
|
DIME Test ID: 2020-07-24-6-5
Test Method: ASTM C1038-14b: Standard Test Method for Expansion of Hydraulic Cement Mortar Bars Stored in Water (Cement Mortar Bars)
Verified Date: 08/13/2020
Date Tested: 08/10/2020
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:
Specimen A Initial measurement at 24 hours
|
0.3288 in
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Specimen B Initial measurement at 24 hours
|
0.2578 in
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Specimen C Initial measurement at 24 hours
|
0.3158 in
|
Specimen D Initial measurement at 24 hours
|
0.2798 in
|
Specimen A Final measurement at 14 days
|
0.3294 in
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Specimen B Final measurement at 14 days
|
0.2583 in
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Specimen C Final measurement at 14 days
|
0.3162 in
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Specimen D Final measurement at 14 days
|
0.2804 in
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The average length of change of the four specimens
|
0.005 %
|
DIME Test ID: 2020-07-24-6-6
Test Method: CTM 553-1: Method for Testing Thermal Stability of Mortar Made with Hydraulic Cement
Verified Date: 08/13/2020
Date Tested: 07/30/2020
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
|
4 in^2
|
Age at the time of test
|
72 hours
|
Maximum load at failure of specimen 1, 23 ± 1.7°C for 48h
|
5880 lbs
|
Maximum load at failure of specimen 2, 23 ± 1.7°C for 48h
|
6031 lbs
|
Maximum load at failure of specimen 3, 23 ± 1.7°C for 48h
|
6484 lbs
|
Average of test specimens broken to nearest 50 kPa, 23 ± 1.7°C for 48h
|
10550 kPa
|
Maximum load at failure of specimen 1, 50 ± 1°C for 48h
|
7060 lbs
|
Maximum load at failure of specimen 2, 50 ± 1°C for 48h
|
7548 lbs
|
Maximum load at failure of specimen 3, 50 ± 1°C for 48h
|
7155 lbs
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Average of test specimens broken to nearest 50 kPa, 50 ± 1°C for 48h
|
12500 kPa
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Thermal stability ratio
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118
|
DIME Test ID: 2020-07-24-6-7
Test Method: CTM 527-February 2014: Method of Test for Expansion in Water and Contraction in Air of Portland Cement Mortar
Verified Date: 08/13/2020
Date Tested: 08/10/2020
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:
Average change in length in water
|
0.01 %
|
Average change in length in air
|
0.02 %
|